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Home My WebLink AboutUNDERGROUND TANK - 2'0 f) 0 ~ 5:~q Cd Y/1a· '",,1. ('0, e Permits t Facility Name : 0-= MIl 0= Suhpulf,p /:l :::: We/is ('Mollit) t N In~pector Date PINAL INSPECTION CITHCKLIST D '_ I 4;St41'Icle.. :2: 12å/,fQ / I ' Plot Diagram Plot plan notes 1. All new and exi8~ing tanks located on plo~ plaq? Ga'50 ii pe. -~ ", ~~ t-uaç Hf'(/ey ¡Þ5¡~/I{lCl 2. Does tank product correspond to product labels on plot plan? were 3. ~ there '. modifications identified which were not depicted on the plot plans? If .... describe«: "Yes .. ·Îhe pifí5 Î) Yes No - '-I ~ I_I ~ I_I I_I Are monitoring w~lls secure and free of water and I_I»-Q product in sump? ¡t I'· ~fd' c, r /!II' r I ./- I7fPiJ}-¿;¡ 1'1" {gi!ffJ( ~t.'I/ -'I.¡;J'1(¡(. ð/. IiI 5¿~~~ I ¡-. 5oDf7~VJ Is piping system pressure, suction or gravity? ..- 4. 5. KERN COUNTY HEALTH DEPA~ENT ENVIRONMENTAL HEALTH Dr~ N HAZARDOUS SUBSTANCES SECTIuN e 1700 FLOWER STUEET BAKERSFIELD. CA 93305 PHONE (805) 861-3636 INSPECTION RECORD POST CARD AT JOBSITE PERM IT # 20()OD INSTRUCTIONS: Please call for an inspector only when each group of inspections with the same number are ready, They will run in consecutive order beginning ~\. i t h "n u m b e r 1. DON 0 T c 0 v e r w 0 r k for any n u m b ere d g r 0 up u n t i I a 11 i t ems i n that group are signed off by the Permitting Authority. Following these instrutions will reduce the number of required inspection visits and therefore prevent assessment of additional fees. [};e..se/ (,ìeJ1era!ðr 77ufk'éJfJ7 - TANKS & BACKFILL - --...I INSPECTION' DATE I Backf ill of Tank(s) VI-23-'i7 Ø.';:)CI~·,·I. Spark Test Certification Cathodic Protection of Tank(s) - INSPECTOR OVERFILL PROTECTION. LEAK DETECTION - Liner Liner Vault ace-D.W. Tank s Vadose/Groundwater - FINAL - ') CONTRACTOR £5~-r / 6q':¡¡C:'ð1!::i CONTACT 7FJ'Z~ Ejh~ œJ-l/Iß.-h i / LICENSE # ~29 277 PH # ';j'tJ7-32-;-8z7~ KERN COUNrY HFALTH DEP~. ENVIROtI1EN'l'AL HEALTH DIV. .... L~;- HAZARDOœ SUBS'l'AlCES SEJ:TION . ".--....- /- )." ._ " J ....., 1700 FI.CMER STREET BAKERSFIEID, CA 93305 PHONE (80S) 861-3636 IlwSpá:"tION lœCOlCIJ POS'f CUD M' ..USSl.ft· PER'IIT aiNER Qryn ADDRESS . CITY PHONE NO. INSTRIX:TIONS: Please call for an inspector only when each group of inspections with the sane nanber are ready. They will run in consecutive order beginning with number 1. DO NCYl' cover work for any numbere:3 group until all i tans in that group are sign81· off by tJië Penni tting Authori ty. Fo11owirç these instructions will re:3uee the number of requir81 inspection visi ts am therefore prevent assessnent of additional fees. $plõr veh~/e IädK ð~Y INSPEX:'l'I - TANKS & BACKFILL - DATE INSPEX:TOR J Backfl11 of Tank(s) Spark Test Certiflcatlon Cathochc Protectlon of Tank (s) J 5niJ ..; ~J-_A _/ _ -i- - J J I f I I OVERFILL PROTæTION, LEAK DETEX:TION - (s) - FINAL - , ., OJIITRJ\C'1'OR ~ ~iYree.,...; ~ CONTACT -¡7W1 y~ j30h -rLÑJlJPY-O LI~~E ~Dt~J:-~~:,,; -.' '." e e Yes No 8. Are Red Jacket subpumps and all line leak detector, accessible? Type of line leak detector if any - I_I I_I /!If 5/1 -¡;¡iti~l~a ~/ (pipi/5 ?Vl«fl) 7. Overfill containment box as specified on application? If "No", what type and model number: ~r -. I_I þ(í a) Is till box tightly sealed around fill tube? Ml I=:I b) Is access over water tight? ~. CI c) Is product present in fill box? 1-1 ~ 8. Identify type of monitoring: a) Are manual monitoring instruments, product and water finding paste on premises? I_I I_I b) Is the fluid level in Owens-Corning liquid level monitoring reservoir and alarm panel in proper operating condition? I_I I_I c) Does the annular space or secondary containment liner leak detection system have self diagnostic capabilities? If "Yes", is it functional If "No", how is it tested for proper operating condition? o I_I I~ - I_I 9. Notes on any abnormal conditions: ~e þI~~~~~e ¿&u) J'b;f ;; s,!;//;¿ IP/ ð~/I¡¡c¿¡- t'Í¿!v<. . V;P'ðY nal/or . I . I - //4 e W4 >. f:-¡J!:!J W-á ý !J 1/ r/~ed ¿u' j¡dl-í /1/51 e..C I I Standard Compliance Check l'ocj] ity' GVIJdm{;;ÞU/411'j Equipment to be installed: e e CT 20 -2- Tünk(s). _?1Q Ft, of RZ I (- -- j _L -- --- j / _L Approved -/ 7" -- .-/ --- -L ---.- -- -- OSUGtiol1 ~pressurizeù OGravity, Piping Proof of Contractor's License - License # ~f277 Type of License ;." Worker's Compensation Insurance Proof of Contractor's Primary Containment ¡¿gFiberglass (FHP) []Fiberglass-clad steel OUncoated steel OOther: Comment: kY.r~5 JJ¿¡j - jO{)ð(j & Model & Model & Model & Model Make Make Make Make Additional: Inspection: Sec~ndary Containment of Tank(s) . ~Doub Ie-wall ed tank (s) Make & Mode I ~tYt"S' Oú/- /0000 DSynthetic liner Make & Model OLined concrete vault(s) Sealer used OOther Type Make & Model Comment: Ad dï t .i 0 11 a I : Inspection: Secondary Containment Volume Volume(s) Comment: 100% of Primary Tank at Least /J¡¡)~ /¿ Additional: Inspection: Secondary Containment Volume for Contains 150% of Volume of Largest 10% of Aggregate Primary Volume, Comment: Additional More Than One Tank Primary Containment or Whichever is Greater ..- Inspectioll: - 1 - !\e~--!:! --.'---"-"-- -----.- / -- --L / 1 ~' .; -1 -- / I' .0J)proved ------ -- L -- 7 / -'--'- j ~ e e Secondary Containment Open to Hour Rainfall Total Volume Rainfall Must Accommodate Comment: 24 Additional: Inspection: Secondary Containment Prod u c t f}¡~5¿f Comment: Additional: Inspection: . is Product-Compatible Documentation "vI<. Annular Space Liquid is Product Comment: Additional: Compatible with Product Annular liquid Inspection: Primary Containment of Piping ~Fiberglass piping DCoated steel piping DUncoated steel piping OOthet' C ommen t : á//kl- Additional: Z//Ø~L)' Size & Make Size & Make Size J/J'V..tk 7 . Inspection: 3 /I d~Ç;f:t? ; Secondary Containment of Pipi,ng IX/Double-walled pipe Size & Make Osynthetic liner in trench Size & Make OOther Comment: It;'~f. ~-? . ~d~~ >~~ r .~~ .<k'¿/~ r {,LJ2V/IL~~7'~ðU- I~~tiO~l : Corrosion Protection o Tan k ( s ) :¡;;;;t-' !29Piping. & fi~tings. /lÎdot~7.d-'¿n7ß' (JElectrlcal IsolatIon . ' Comment: Additional: Inspection: ~ ._u Manu f ac t urez^ P proved Type h,r Backfill for Tanks & Piping Comment: - 2 - r~_q~. / --- ___L_ -- -L --¡- /" --- .f'1>J¿ r 0 v ~51 _/ __L /' J -- e e ^dditional: Inspection: - - Tank(s) Located no Closer than 10 Feet to Building(s) Comment: ~~ - a6ou1- It) ~ k Q_eL.d¿u¿~iu.¡¿, Additional: p / Inspection: Complete Monitoring System Monj'toring device within sec0?:9ary containment: ~Ljquid level indicator(s) . [)tiquid used ~Thermal conductivity sensor(s) DPressure sensor (s) OVacuum gauge &f:mp(S) . Gas or vapor detector (s) ~i!!~/USÁ. Manual inspection & sampling DVisual inspection Dother " Commen t: 1~ ~ ~ iJ- a Æ,ftP- (~?~iR þ~þU$/l ~ß-íM1ð-)J15A ---- Additional: Inspection: Other Monitoring DPeriodic tightness ~ressure-redUCing DOther Comment: testing Method line leak detector(s) Additional: Inspection: ° v e~. f' 11 Pro t e c t ion ~ 'ape float gauge(s) F loa t ve n t val ve ( s ) OPuJ 5~ - VM, [Jtapaci tance sensor (s) ¡ÿHigh level alarm(s) '7 [])\utomatic shut-off control(s) ø Fill box ( e s) wit h t ft. 3 vol u m e crpLJ DOperator controls with visual level monitoring Uther Comment: - 3 - 1 Req'd I Approved e e Additional: Inspection: ~ A I Monitoring Requirements ~~ ~~ ~ ~~ Additional Comments Inspection: Inspector ____~~~_____________ Date ~:~~:l?__ - 4 - - e Extra Inspections/Reinspections/Consultations Date: Purpose: Comment: Date: Purpose: Comment: Date: . .. Purpose: Comment: Date: Purpose: Comment: Invoice Date: Inspector - 5 - Time Utilized Time Utilized Time Utilized Time Utilized Total Time: Date: 1700 Flower Slreel Bakerslleld, Call1ornla 93305·4198 Telephone (805) 861·2231 e e KERN COUNTY HEALTH DEPART~,~NT AIR POLLUTION CONTROL DISTRICT LEON M HEBERISQN, M.D. Director 01 Public Health Air Pollution Control Olllclr Date To: Permit Applicant This department has reviewed the application and p¡ans submitted for the underground storage facility located at known as Based on this the reasons Checklist. review, your application listed on the attached . has been denied for Permit Application We are returning the original permit application and plans. After making required corrections and/or mod i fica t ions, the 'appl ica tion may be resubmi t ted fo r rev iew. If you have any questions regarding our requirements please call at (805) 861-3636. Facility Name e e Permit ^pplication Checklist Facility Address Application Category: S tanda rd Des ig n (Secondary Containment) Approved Motor Vehicle Fuel Exemption Design (Non-Secondary Containment) Permit Application Form Properly Completed Deficiencies: 3 Copies of Plot Plan Depicting: -~- property llnes Area encompassed by minimum 100 foot radius around tank(s) and pip i ng All tank(s) identified by a number and product to be stored Adequate scale (minimum 1"=16'0" in detail) North arro\.¡ All structures within 50 foot radius of tank(s) and piping Location and labeling of all product piping and dispenser islands Environmental sensitivity data including: *Depth to first groundwater at site *Any domestic or agricultural water well within 100 feet of tank(s) and piping *Any surface water in unlined conveyance within 100 feet of tank(s) and piping *AIl utility lines within 25 feet of tank(s) and piping (telephone, electrical, water, sewage, gas, leach lines, seepage pits, drainage systems) *Asterisked items: appropriate documentation if permittee seeks a motor vehicle fuel exemptlon from secondary containment Comments: --.. e Approved 3 Copies of Construction Drawings Depicting: Side View of Tank Installation with Backfill, Raceway(s), Secondary Containment and/or Leak Monitoring System in Place Top View of Tank Installation with Raceway(s), Secondary Containment and/or Leak Monitoring System in place A Materials List (indicating those used in the construction): Backfill Tank (s) Product Piping Raceway (s) Sealer(s) Secondary Containment Leak Detector(s) Overfill Protection Gas or Vapor Detector(s) Sump(s) Monitoring Well(s) Additional: Documentation of Product Performance Additional Comments Reviewed By Date SITE INSPECTION: Comments: - Approved _ Disapproved Inspector Date e e KERN COUNTY HEALTH DEPARTMENT HEALTH OFFICER Leon M Hebertson, M.D. 1700 Flower Street Bakersfield, California 93305 Telephone (805) 861-3636 ENVIRONMENTAL HEALTH DIVISION PERMIT TO CONSTRUCT UNDERGROUND STORAGE FACILITY DIRECTOR OF ENVIRONMENTAL HEALTH Vernon S. Reichard PERMIT NUMBER 2000058 ) FACILITY NAME/ADDRESS: OWNER(S) NAME/ADDRESS: CONTRACTOR: Carnation çompany 201 Union Avenue Bakersfield, CA Carnation Company 201 Union Avenue Bakersfield, CA 93307 EST I Engineering 4100 Easton Drive Bakersfield, CA 93309 License #429277 IXXI I_I I_I 1---1 I I NEW BUSINESS CHANGE OWNERSHIP RENEWAL MODIFICATION OTHER PERMIT EXPIRES October 26, 1988 APPROVAL DATE October 26, 1987 AdZ 4~L(¿... . Bill Scheide APPROVED BY .POST ON PREMISES. CONDITIONS AS FOLLOWS: 1. All construction to be as per facili ty plans approved by this department and verified by inspection by Permitting Authority. 2. A 11 e qui pm e n t and mat e ria 1 sin t his cons t r u C t i on m u s t be ins t a 11 e din accordance with all manufacturers' specifications. 3. Permittee must contact Permitting Authority for on-site inspection(s) with 48 hour advance notice. 4. Float vent valves are required on vent/vapor lines of underground tank to prevent overfillings. 5. All underground metal connections (e.g. piping, fittings, fIll pipes) to tank(s) must be electrically isolated, and wrapped to a minimum 20 mil thickness with corrosion-preventive, gasoline-resistant tape or otherwise protected from corrosion. 6. Construction inspection record card is included with permit given to Permittee. This card must be posted at jobsite prior to initial inspection, Permittee must contact Permitting Authority and arrange for each group of required inspections numbered as per instructions on card. Generally, inspections will be made of: a. Tank and backfill b. Piping system with secondary containment c, Overfill protection and leak detection/monitoring d. Any other inspection deemed necessary by Permitting Authority 7. The following eq,uipment and materials must be identified by manufacturer and model prior to their installation: a. Sealer used to secure pump boxes b. Product piping Delano . Lamont DISTRICT OFFICES Lake Isabella . Mojave . Rfdgecrest . Shatter . Tatt - e PERMIT TO CONSTRUCT UNDERGROUND STORAGE.' FACILITY PERMIT NUMBER 200005B ADDENDUM v CONDITIONS AS FOLLOWS: 8. Contractor must be certified by tank manufacturer for installation of fiberglass tank(s), or tank manufacturer's representative must be present at site during installation. 9. The construction on the diesel generator tank cannot begin until the tank hole and piping trench areas are approved for construction by the Permitting Authority after the contamination in the immediate area of construction is removed, The owner is still responsible for defining the full extent of contamination and for remediation of that contamination. 10 The motor vehicle fuel tank may be installed when this permit is issued. The product piping and the new dispenser island for that tank may not be installed until the trench and dispenser areas are cleared by the Permitting Authority for construction. No contaminated soil may be removed without prior approval by the Permitting Authority. 11. No product shall be stored in tank(s) until approval is granted by the Permitting Authority. 12. Monitoring requirements for this facility will be described on final "Permit to Operate." ACCEPTED BY dj¡J ð ~~L( DATE II) h7hl , 1700 Flower Street Bakersfield. California 93305 Telephone (805) 861-3636 . .-- KeRN COUNTY HEALTH DEPARTME. HEALTH OFFICER Leon M Hebertson, M.D. ¡' .4 ENVIRONMENTAL HEALTH DIVISION PBRKIT FOR PERMANENT CLOSURE DIRECTOR OF ENVIRONMENTAL HEALTH Vernon S. Reichard PERMIT NUMBER A557-20 , OF URDRRGROUNq HAZARDOUS SUBSTANCES STORAGE FACILITY FACILITY NAME/ADDRESS: OWNER (S ) NAME/ADDRESS: CONTRACTOR: Carnation Dairies 201 Union Avenue Bakersfield, CA Carnation Company 5045 Wilshire Boulevard Los Angeles, CA 90036 Phone # (213) 932-6170 E.S.T.I. Engineering 4100 Easton Dr., Ste. 1 Bakersfield. CA 93309 Phone # (805) 325-8276 License No. 429277 PERMIT FOR CLOSURE OF PERMIT EXPIRES January 6, 1988 6 TANKS AT ABOVE APPROVAL DATE October ~87 gæa,~ Bill Scheide LOCATION. APPROVED BY . . . . . . . . . . . . . . . . . POST ON PREMISES. . . . . . . . . . . . . . . . . . . . . . CONDITIONS AS FOLLOWS: 1. It is the responsibility of the Permittee to obtain permits which may be required by other regulatory agencies prior to beginning work. 2. Permittee must obtain a City Fire Department permit prior to initiating closure action. l' Tank closure activities must be per Kern County Health and Fire Department approved methods as described in Handout #UT-30. 4. If any contractors other than those listed on permit and permit application are to be utilized, prior approval must be granted by the specialist listed on the- permi t. 5. Sample analysis plan: a. Gasoline tank - samples must be analyzed for benzene, toluene, xylene, and total volatile hydrocarbons. b. Waste oil tank samples must be analyzed for total organic halides, total lead, and 011 and grease. c. Motor oil, fuel oil tanks samples must be analyzed for oil and grease, total lead. d. Diesel tank - samples must be analyzed for total petroleum hydrocarbons and benzene. e. Solvent tank - samples must be analyzed for voYatile organics using EPA method 8240 and oil and grease. DISTRICT OFFICES Delano . Lamont . Lake Isabella . Mojave . Rldgecrest Shafter Taft ~. .~.'.""~":K'·,,: :·:_·.~:,f;. !Oi'f!'" ~" -.~. .... "',' ". ," . \.., ..: .. .; ..~. '.: ~ -', ~ .:.:':':.....J':.'~...~:;.. ;;<\~(:..'. .,., ::,:'... ,.: . '.""::-. e e PERMIT FOR PERMANENT CLOSURE OF UNDERGROUND HAZARDOUS SUBSTANCES STORAGE FACILITY PERMIT NUMBER A557-20 ADDENDUM I CONDITIONS AS FOLLOWS: 6. Soil sampling plan: a. Gasoline, fuel oil, diesel tanks a minimum of four samples must be retrieved one-third of the way in from the ends of each tank at depths 6f approximately two feet and six feet. b. Motor oil, waste oil. solvent tanks - a minimum of two samples must be retrieved beneath the center of each tank at depths of approximately two feet and six feet. 7. A minimum of two samples must be retrieved at depths of approximately two and six feet for every 15 linear feet of pipe run and also near the dispenser area(s). 8. Copies of transportation manifests must be submitted to the Health Department within five days of waste disposal. 9. All applicable state laws for hazardous waste disposal. transportation. or treatment must be adhered to. The Kern County Health Department must be notified before moving and/or disposing of any contaminated soil. 10. Permittee is responsible for making sure that "tank disposition tracking record" issued with th.is permit is properly filled out and returned within 14 days of tank removal. 11. A d vis e t his 0 f f Ic e 0 f t 11 e t i mea n d d ate 0 f the pro po sed sam p 1 i n g wit h 2 4 hours advance notice. 12. Results must be submitted to this office within three days uf analysis completion. ACCEPTED BY ~ ~ DATE /ó- c¡- 8? . e e NEW CONSTRUCTION/MODIFICATION STATUS SHEET ~ 00 (g) Application Check Date ß-COWlpete. Application Returned: Date Comment, (7ÞflJ£~ Application Resubmitted: Date /f)- 6 - '¿?7 By IiSc~ /tJ-ZZ:"~ 7 By d5~ I/)- 2 2 - Ii 7 By 13:;- iÆl h ('~e ~tf~e#sé'ý' ¡/;cæhòu dutf:Æ CCUIã#f. By Applicatiori Received: Date o o [g Plan Check Date 1£)-22 -87 By By ðs. Application Accepted Date Type: [] Passed ~ Failed Comment: {;;H!YtlCf¿V ~f /J'lJtI~ þç cf7r!r'le/ ¡;~¡/¡5"S ~I4K J~s~;tr: ~ Additional Submittals/Changes Requested Date Comment: I25i Submittal s o Rechecked Plan: Date D Passed o Failed Comment: D Permit to Construct/Modify Tanks Issued: Date By Uenied: Date By D First Inspection: Date By 0 Passed 0 Fa.iled Comment: D Reinspection: Date By 0 Passed 0 Failed Comment: Notes: ··r· e e 1700 Flower Street Bakerslleld, Call/omla 93305 Telephone (805) 861-3636 KERN COUNTY HEALTH DEPARTMENT HEALTH OFFICER Leon M Hebertson, M.D. ENVIRONMENTAL HEALTH DIVISION DIRECTOR OF ENVIRONMENTAL HEALTH Vernon S. Reichard August 6, 1987 Bob Snook, Energy Manager Carnation Company - Fresh Milk & Ice Cream Division p, 0, Box 54200, Terminal Annex Los Angeles, California 90054-0200 Dear Mr. Snook: This is to inform you that you must establish a definite timetable for' abandonment or "investigation for the boiler backup tan k wit! c h fail e d the t i g h t n e s S t est a t 2 0 1 Un i on A v e n u e, Perm i t #200005C. Since the tank failed at such a large rate, there is reasonable cause to expect contamination at the site. The department requires timely investigation and follow-up to a potential problem involving underground tanks. At this point you have not indicated any schedule or time frame for determining if there is contamination. YOllr cooperation up to this point has been appreciated; however, the department needs assurance thIs matter will be t&ken care of soon. You have ten days to submit an application for abandonment or a proposal to investigate the extent of contamination prior to the abandonment. An application. for abandonment is enclosed with this letter. If for any reason you anticipate diffjc~lty meeting this deadline; please call me as soon as possible to discuss this matter. Sincerely, /1'ø . Á /?t!1? ~>\/C~~ Bill Scheide Environmental Health Specialist Hazardous Materials Management Program BS:aa Enclosure Delano . Lamont DISTRICT OFFICES . ake Isabella . Mojave , Rldgecrest . Shatter . Tatt e e Fresh Milk and Ice Cream Division P.o. Box 54200,. Terminal Annex Los Angeles, California 90054-0200 Telephone: (213) 225-1481 July 21, 1987 Bill Scheide Ke~n County Health Dept. Hazardous Materials Mgmt. 1700 Flower Street Bakersfield, California 93305 i/': '.. /7 Ll-1, /ll/1il[·,~!(~¿{ /ÙI~~ ~¿¿ ;;¡;')tétÞl&v~ AAf. Dear Mr. Scheide, This is to inform you in regards to our progress to comply with the underground tank regulations at our Bakersfield Plant. We had all tanks evacuated of materials on June 23rd, except the tank that we are still using that did not show a leak. I have submitted a request for funds to our Corporate Headquarters to replace the tank that showed a leak to be used as a backup to our boiler. The funds would also include retrofitting the tank that did not leak with proper monitoring equipment. The rest of the funds would include removal of all other underground tanks and clean up of all contaminated soil. I will contact you as soon as our Corporate Offices approve my request and prior to any work being done. we will be pursuing the proper procedures for removal and retrofítting according to regulations. Sincerely, ß~~ .,.-- Bob Snook Energy Manager BS/spd e e UNDERGROUND STORAGE TANK UNAUTHORIZED RELEASE (LEAK) I CONTAMINATION SITE REPORT EMERGENCY o YES ~ NO REPORT DATE '.·F.OR LOCALAGENCY ·USE. ONLY«..<)·<)·}.·.·...><><...>}( ..> ··.·I·HEBEBY:CERTIPi·THAT.'..AMA. DESIGNATEDGOVERNMENT·EMPLOYEEÄND.THAT.¡'.HAVE·. ~~~-VH~g=~~gR.~~g:-~~rAl;.S~y¡:¡~qAt.iTT9~~çwr'f25189:19f : ~.\: [l[ l\:\~\l::~ l (:: :t~:\~[\ \\:~\~:: ::~:\::: ~ \\ \ \; \\\~: \i1[ ~l::l: \::: :::::::::::: ;::;:..::::::;:,;.;.;.: -. ."d.' ,.,.. ......".... . ····SlGNED.,:...:·;·..,···· ....... ........ ··········.·.·;·····;·..·OATE...·:··· ~ e !! a: o Q. W a: REPRESENTING ~ LOCAL AGENCY ADDRESS / 7 () 0 Hûlve¡- STREET STATE PHONE ZIP ~ ~~ Za: 2~ m W a: PHONE (~6) 324...949- erï1 933tJ7 Cò. 0 UNKNOWN 5f (2/~) 22' - /70 / cA 9/JO¡l. J ZIP OPERATOR Z o ~ § W I- iñ FACILl1Y NAME (IF APPLICABLE) CIYì1a-hIJU ADDRESS 8aKer-sFíeld OaírÎe5 2() I ¿ll1ion /lve. STREET CITV CROSS STREET J.; 1) . L "TYPE OF AREA 0 COMMERCIAL ~ INDUSTRIAL 0 RURAL 2- - 5 T. D RESIDENTIAL 0 OTHER LOCAL AGENCY AGENCY NAME CONTACT PERSON ~} {~_fkß/lh b~ t Þ /1/ ~hl!ide. COUNTY 1YPEOFBUSINESS 0 RETAIL FUEL STATION D FARM ~ OTHER PHONE REGIONAL BOARD PHONE NAME (1) Die5e/ aUANTI'TY LOST (GALLONS) ~ UNKNOWN m we o~ ~...J I- 0 (2) ~~ m o UNKNOWN NUISANCE CONDITIONS I- Z W ;¡ !! i >: a: ~ ã HOW DISCOVERED J8 TANK TEST o o INVENTORY CONTROL 0 SUBSURFACE MONITORING 0 TANK REMOVAL 0 OTHER METHOD USED TO STOP DISCHARGE (CHECK ALL 1tIA T APPLY) ~ REMOVE CONTENTS 0 REPLACETANK ~ o REPAIR TANK 0 REPAIR PIPING 0 v 0 OTHER CHANGE PROCEDURE M 0 DATE DISCHARGE BEGAN g UNKNOWN CLOSE TANK I-m ffij:! ~~ am M MOO v HAS DISCHARGE BEEN STOPPED? DYES 18:1 NO IFYES,DATE SOURCE OF DISCHARGE ~ TANK LEAK 0 UNKNOWN 'ßI PIPING LEAK o OTHER CHECK ONE ONLY ~ UNDETERMINED 0 SOIL ONLY CHECK ONE ONLY t'2:š SITE INVESTIGATION IN PROGRESS (DEFINING EXTENT OF PROBLEM) 0 CLEANUP IN PROGRESS 0 SIGNED OFF (ClEANUP COMPLETED OR UNNECESSARY) o NO ACTION TAKEN 0 POST ClEANUP MONITORING IN PROGRESS 0 NO FUNDS AVAILABLE TO PROCEED 0 EVALUATING CLEANUP ALTERNATIVES CHECK APPROPRIATE ACTION(S) (SEE BACK FOR DETAILS) o CAP SITE (CD) 0 EXCAVATE & DISPOSE (ED) o CONTAINMENT BARRIER (CS) 0 EXCAVATE & TREAT (ET) o TREATMENT AT HOOKUP (HU) 0 NO ACTION REQUIRED (NA) o 01 TANKS ONL YiCAPACI1Y i7-oð '" . ~...... AGE ... "21-) M vi MATERIAL o FIBERGLASS rg STEEL o OTHER CAUSE(S) o OVERFILL o CORROSION o SPILL 0 W m :;) g o a: Š D RUPTUR~AILURE 2S UNKNOWN OTHER GAL YRS o UNKNOWN WW ~Q. o~ o GROUNDWATER o DRINKING WATER - (CHECK ONLY IF WATER WELLS HAVE ACTUALLY BEEN AFFECTED) .¿Z ãQ WI- ~~ o o o REMOVE FREE PRODUCT (FP) 0 ENHANCED BIO DEGRADATION (IT) PUMP & TREAT GROUNDWATER (GT) 0' REPLACE SUPPLY (RS) OTHER (OT) m I- Z W ;¡ 8 HSCOlS(4Ð) e e Fresh Milk and Ice Cream Division P.O. Box 54200, Terminal Annex Los Angeles, California 90054-0200 Telephone: (213) 225-1481 226- /709 June 12, 1987 Bill Scheide Kern County Health Dept. Hazardous Materials Magmt. 1700 Flower Street Bakersfield, California 93305 Dear Mr. Scheide, As per our conversation of Thursday, June 11th I wanted to inform you as to our progress in regards to our Underground Tanks at our Bakersfield Plant. After receiving the packet on compliance of tank monitoring we con- tacted ESTI Company in Bakersfield to test our tanks to begin the process of tank monitoring. When I talked to you on Thursday I had been informed that one of our tanks did not show leakage and one did. In regards to the other three tanks, we are in the process of working with our headquarters to either have them tested or re- moved. It is my understanding that the thirty day compliance stipu- lation listed in the checklist will be waived as long as we are '. proceeding with diligence toward full compliance. I will be sending you under separate cover, after I consult with our General Manager and Headquarters Personnel, a letter of intent to comply. This letter will specify what we intend to do regarding each tank and a tenative schedule of monitoring or removal. Sincerely, . ßþ;.4-___ Bob Snook Energy Manager BS/spd 5. WHO IS PAYING FOR THIS TEST? Billing Ad~less Anen1ion of: Identif~fI Capacity 6. TANK(S) INVOLVED -1 ~ ß. It/csf, PLEASE PAINT .. 1. OWNER rroperty [) Tenk(.) Œ1 2. OPERATOR 3. REASON FOR TEST IExpbin fully) 4. WHO REOUESTED TEST AND WHEN 7. INSTALLATION DATA 8. UNDERGROUND WATER .~ 9. FIll-UP ARRANGEMENTS 10. CONTRACTOR. MECHANICS. any other contractor involved 11. OTHER INFORMÄ nON OR m;~",Âf!KS 12. TEST RESULTS 13. CERTIFICATION ¡þ-/O-e7 D.te /?/3· S~r1êsl No or Thermal Sensor t-~ UcHa ~~ lOr TanK ~YSH~m ~~tro 1J!? TANK TESlER I e srnn Ilgilliless - _¿~ld~ Nome . ð it /' /1 __ Q /?J-I-r(.. ( , N~m. - dJ C!JI Add,e" Co. Add,a.. V..v'l'ð-v clve... ~ H Relt...nleliYh_ 0,.,) VD"\~ 0,.) Rc;)le,en . T ~I.øhon. '8as-- ;..",">~ 4 -9lt ~ 4 ,. eleøhon. .' TeiephoM Name Till. 001. Company o. Ar"h~lÎon Addu~ss 'T eltø"on. Person Authorizing Title T .,.,phon. Cily s.... Zip Order No. 01her InSlfuctions Brand/Supplier ? < ? Grade v{ ~ 0/ ./ ,-D/êJ E L Approx. Age r ? , S;1;;e)'ass S f-é¿;L- V.~a:;cn ( 1 .s. \t..1.s.,d< D.¡..c.)·,· to. o+- OÇ-h<,t:. Cover l COYJc.I2e.. '- /ZJCJ¿/ ¿. i'ms V~"t~ 5,;>1,0".' ~;:h~µ "". ~' I . 3 North inside drivewlY. Rear 01 station. etc. Concrete, Black Top. Earth, etc. Suction, Re~ote. Make if known Size. Titefill make. Drop tubes. Remole Fills Size. Manilolded Which lonu 1. . Depth to the Water table 30+' Is the water over the tank? DYe. IKI No Tanks 10 be filled l.J.QQ. hr. ¿P-IO-õ 2ate Arranged by Extra produC:;t;~~a~~TT. Telephone Name . Terminal or other contact for notice or inquiry Company T'elephone Name E"cCé.Ff/C/ê ~.o.s c Tests W2re /TIad!1 0" the above taok ~ys:"ms ¡" cccordance with test procedures prescribéd for ~s detailed C:1 ",!~.-:c~C!d L :.; :harts with results as foHows: Tank Iden~if;cat¡on I Tight Leakago Int!icated I >JO r~2:s Ji_____ p-ptro TltE" ~'.. ':.t:.õI Dale Tesled -/0 6J-t () ,-' . This Is to certify t~a! these tank ~ys:ems were tested on the date{s) shown. Those indicated as "TIght" meelthe.crit2ria established by the National Fire Protection ASQcÎ.1:icn p"",.'1:ct 329. ß?éd LY~ßc- E-<s (T, :110 d T ed':"ld;:IJns / Tc~lln9 C<..n11.Clor or Cor,,;')~ny. ~(Ö'fr1ttJ {J,e, ;5¡i Z Addf':SS ,4.. CnR/f/'tìfloÑ .- -...- .. s...-.-- 0-_.. 0....- .. c'J/tJ ~___a~ w- ... ....I~ ..ð~~h~/tÝ C-q.- .- ,- ç -/o-;;? "7 0.....,_ ~} p. .~ "- ,- o $Ia'''' C'*' o T.... Maft""'IIC1.....·. C:h.rt o ~t..'__.,..,o... ~._...;_ ~11H' O~ - n. tAP Þ.CI1Y H_ ~J=2 t/z?z) , ,,- Ie __a dowbt.. to ".... c.~. 0 s.. S-ec1ioft "OUlftMIHING TAN, CAPAC,lTr " "",,-t ~... c.pecAy dtMt. .........WI n. 17. FlU, UP FOR Tm SUCk W.t..ef 8on0la q>J _.... fl...... _ 10"'.... In....."" SUn R-...... 10"'.... a._ FUEL WATER TOP OFF To'" o.~ N_ "..ð.,. ??~ //7'07 cz;;JiY ?</o 1/9/,7 f1I ..... SlIC~ .[f0"£ AND ,."... ....CH CO..'.....,...NT 0"0'0" £4CH ...0....0 DlLlv...y aUA"'," T_ 111__ 7f¡; (" í P,oduct'" ful lank (up \0 fUI pipe) 11. SPECIAL CONDITIONS AND PROCEOURES TO 1£ST THIS TANK 0 as' AP I G ravit~..s.- Temp .:??D VAPOR ilECOVERY SYSTUC s.. IN,.".I M<1~ appl<abCoe. o..ck tMlo.. .nd 'KOfd poc..ct.,... in 100 (21). o W~...In~ o H~h w~_ able in w..nk .ac...·.Uon Corr. API Gravity o Uno(. bolng ,..'oCI w~h lYU,T 3' /. b 3-GIall" I 05,_. 11. T ANI< MEASUREMENTS FOR 21. TEMPERATURE/VOLU¥[ FACTOR II) TO TEST THIS TANK 1STT ASSEMBLY /<'P6 ,. JødIy 1'o'¡1...... " Cd4ot? II ~, P'GØ.ø" J~ -., ,..~ P'GØ." OIl k" r .pected ""no< I . .. I 8OC'\orn of '-"k to Gt.ðe· .................... .. 22. Thonn.~S.n_ ,..ding '"Of c"cu..,~9'ð"'"O 76; ~ 7 '" . Add JO"....4"L ................. .. ... t ...-- . Add 24-'or ~ l Of air ...1 ...aue Aç.? .. 23. DIg/it pw "F In '."11" 0' UpK'od ''''''11'' 3d"? T~."ubing to ....mbÏ. ApproIlÙNi'- ....nu / -Ø;;:( .. - 70. EXTENSION HOSE SffilNG S7:J 24. //9/7 xðoN-/38"/0 _ 5:.;s~ 79ö'/ 7;._ .. 'ot.1 qu.antity in coeMtclef't1 of ..pent-ion tor ~oIum. chang. 1n Ihi, la" ,.... kI9 l1li) 0'''- .................................. tul ..nk II DI t7) Irn'otv~ ptgdUCI pw'" (~...... t..o... on....,øioft ....be r Of ~ d-ê) ç ~ ,';7 917r; -::50"8' 0/ h 9 7-3 c¡-¿ c.. boI'ooort.anttop............·.····..·.·..··...··...·· .. 25. + '''1, .. -, yol",,,... change pM ~ (4) D'gAle P-' ., jn ..., Yolunw Ch_"Q. ~t d}gll. .- ." Fill pi~ ..-aM, .~ g,lIde. 101M lop o' Iii.. Rangelnl Comp"'. 1o .. decìmal p(.c... f.etOf' ta) I 26. . . 30, HTDRCSU11C 31. 34. 38. III 'OlUWI 39. 10' 01 nn ".DC10UIIU ,'U SSUN I!X UII{ IIWUIIIIIITS I'll nlrtwull tD.'lIlll" ?c 'H.urc;U &ttUwUUflD COI'AOl lltod II ., CIL. au IAmlIII ,(') ( IAtK '-IADI'" 'M........ 21. 28. 29. Sg~''''l..... 32.. "".adill ,'..... ~, . 36. 31. ,...,.......-: &I .... u..I ,... Accord drl.ib Gf uning ., ill.~. 0...,. c..,.u,... ,U,III... ,........~ Nt '- "M'111a ...,fn..' (-. ,,,,,-,... H".. 'I''I- -.... "'- and running tnt. (Un tu,O ... ·'1........ h...l.. s._ a....- 1""&1_. UØoI"WCII I.' III u...~~ kn,tb ot lin. if nrr.d.1 .. ..... ht.. .". "..... A..4... 1<1 Ÿ.UIM'" - Corn'IC1JDft t· 1 c.ar......,.. ... ,. R.d.. Aof¡.1.... ........ ft.,a.4... "",........ ,., '33(V)-,JIt "'.......... 1)4trJ //<7'\ I-A -_:..- tøc::t . . . . J~ Pump p¡-jmed & running /ßú 1st Sensor Readina ~2.0 . 9""8'6 /P/{ Start Hi level test 1 UI,C¡ 42.0 S-'\O ~TÒ ,D4D '? l G,. 1-1....\. .nlo~ -r..o~X" //loCI Continued Hi level test 2 V/,)- 42.0 ,")")7') f)~ìo ,030 <r'G. ft-O .006 '030 I (j( (" 3 'It 3 42.0 .sJ-o <t80 -coLfb 'tì(, (:) '>-,000 -0£.10 'roo u .Ill:?> ZD 0 ,48'0 ,44.U -..cJl./ó 'tì (, 4.0 i: 00 6 -; c)',( c) III( '-l,> 5 .-'1/< 2.0 ,'14 () .4'-0 ~00Ö 9ì (p +0 t"CbO -;:0.50 I/)ov 6 f4'.1 ~2.0 I~\Q 3(.;.0 h o~-o '1 ì is"' - \ -,0\ 1 .dJ.3 ( ';-r-Ý 7 iL-ll\ n.o "3(.,-0 3\0 -; 0:5"'0 <=\,3 ~ -.03'-J ,0tLP J...;<,c. 8 4/'0- 2.0 31c) ~ßO ,030 qì~ \. -,DLl - f""'\1.~ - . - (\Ze{" prop to 1211 low level 12.0 <1 to Iln?;! þtart low level test 1 k1.5" 12.0 ,l~O .\1. ') ;t·OÕ1 ~- c '.?q t- \ -.01'1 ~.. 04. ~ I ~r) ( _ ,·r·.. ,ar! Inw laHal test ") I/~~r, h") 0 .1 ì.>- 11'5 +-,t')ðO c /p{j I '.0 L'1 +Dn ¡.., ~/ "7./ f"Inl"r,. I~~¿ ~ 1/ It q 1? n .1'1.::> 110 .no~ C llø(5 0 +'000 -,00"> +: 0 It;).... /-',~ u 12.0 /70 l~) f-, 0 DS 9,\;,ð ~o ~ -<~5" .Oðl !/A-' ~ ~.()~l') Ii 4-<)t 5 12.0 II/n&) . . \ '5') .n\h Q.1.n 'ß 't-O - fì\O .OO~ I'T:\: t:1 A T' S SER# /trl ìY . -~. /II/. ,," 7 #, /-/ -=£ "-ech ::t~ yy\~I1(). ,/I <:::::::7 - 00-..3 .-.. ~J. . 'It. '"'I=R! ..q I L( '81'L/~ f , O( f~ - ;;:-, ~o \Ç;...t 1=+ ~ 14.. - Dr>A"/).-f~__ ..._ .. s....-- 0..- _ 0....- U. TAHK TO TEST n. FIU·UP FOR TEST cY I, IO~"" S1Iû w_ eon_ beI_ FI.... ........ ....... 1---." ..y.e,~ ::=;==.~.~/50-C/ "- U. tAl' ACl1Y ..--.... eo....., /:J:' cJ'O "- .. ø_. doubl .. 10 ',ue c:..,,"Y' B S.. s..c.ìon -OtTUU.UHIHG 1AJrtl( CArACl1Y'" /<;/ /aa_ 04- t'P70-õ; 0........ //::> H . .-tl(/ /-( 9 ~.. ~.. ,- . OIUIIlOA~ o ,... ...ftUfac1....,... chwe o ~.., foe--..._ ~.................._ ~TJ!t Oov. . suet. R..dlngo ...~.... aa_ FUEL WATER TOP OFF In..""", F1I up. stlC~ I£fOft( ","0 AfUft tACH CO...~..ftT"lNt Dftor Oft tACH "n(ftlD DlLlVlftY OU....trrt 10...la.ao.. ....".~ />-ð<:J/ ~ 7~>'/ Õ /'#f/ T_ 01_ (;4'1 VAPOR RECOVERY SYSTEM L20r} IA rrivp tpc;t P.oduc11n lul !.nil (up 10 III pipe) 11. SPECiAl CONOITIONS AND PROCEDURES TO TEST THIS T ANIC 0 B 5 A PIG r a v i t Y Temp. Ow.... In ... s.. ~"u.1 MC\~ apphub6t. 0Mc1t below .NI .KOrCf þfoød'-"'t ift ~ (21). Corr. API Gravity o lJne(a) being '..led wnh LVLLT o High ..,... tab" In tank eac.weüon 19. TANK MEASUREMENTS FOR TSTT ASSEMBLY . Bonom 01 lank III c:¡,_O........... ..... .... 1Jid ~ ",..-L ................. Add 24- for r L or .1, .... ......... 10'" tutMng to .'I4i~ Appro.imat.a .......... 20. EXTENSION HOSE SETTING· ,..... lOp to 8r.,.te- ..... ..:............. ............. t.,..-t ~ on IWCI_ h.be r or tnOfWI "'-Ioo-Þ'*_ ..................................... -" Fill ppe a.,.tlds .bo.... U,ad.. u.. lOp of Iii. . - - - - g¡ Slage I O!hogel 21. UMPERATURE/VOLU¥E FACTOR (a) TO TEST THIS TANK I, loø.y WI.mll' II CoI4o.? II ~ 1 rll"luCl WI 1"'" _. f 1.-141 PloGvd ..1,,," _., I.peeled CNnoo I . Of I 22.. 1'herm...s.n.or ,.ad""9 .n... cirçulat~ .. - ., , .. 2], Dlglla po< "1' In range 01 ..~Iod Change ........ , 24. /5/.,¿;/ X - go_ total quantity In CQ4IftÑ:'-nI of a.panaloft fat ~oIurne ct\a~ In thl. ..... lulltanlL (11 Of' 17) Invotved produc:t po<" 25. + - tNa .. volum4 chanpoe p« '"f (24) Dig". pw "'F In ,... Volume cnanpa pet dAgll ,.. Range (23) Compute to .. ðeclmal plK... 'a""'" (a) I " , 2.0 42.01 42.0 42.01 ~7.0 r-t2.0 142.0 , 2.0 I 2.0 .L ¡..., A / Û ~-"'/ TÞ~ P n ././ ~ .. - 26, . . 30. MTOROSU11t 31. 34. 38, III YDIUIII 39. 10; 01 ru1 rwaoullU '~ISSUII' ")lUll IWUI!JllIl1 m n."wul! CU"CD. tMUGU .aCC'UIlIAAUD COIiIU.O~ IItDltIlD __I CIL IIS!fltT1ll\ll IACH ~UDI.' ,.-- 21. 28. 29. Sb",," l.... 32. ,....dÎII "..... 35. - - 36, 31. 1...,.......·-; ......'-""'1....- ial..c... 00.... C..,.uli-. ..4,uI_" flUllt.l~ Oft RecDld du.ils .f ..ning II '...... c......,. A.,lu"'(-) 1M,..1 MII~ . 1<,. "1- -........ Ind fUMing test. (Un IuD .. ........ lI,.l.. So_ u." - Ia,..... . h¡lllflWQllt·J- Itt.......~ - Ionglb ollin. if nud.L, .. "do hi.. Ahoo " ..... R.u4Í111 1<. c.-;¡ac1.. - CortIuC1Ø'l ~-I c.a..",. ,. ... ,. II....... 1t.,1..' II...... ",INI" ~U-....n4 (.., _JJ(VJ-.n,1) ø"~ .,. _J (2f) Pump primed & running ~ íst Sensor Readina· Start Hi level test Continued Hi level test - - I þrûp to 12" low level þt.:-:¡-t low level test ~nntinllprl Inw Ipvpl test f-S SER# I 1 E:C h ¡- ':FR," 1 2 13 III 5 16 17 18 I I I I I~-r- I I \1 i LL1 hi I 4 , 151 I I I , I ¡ I I I I ,I e:; - ...,/C.r-. C -:;fC/ ~ .A A - .L..r:? .... . ¡ Ii 2.0 i1 2.0 :P 0 h 7 0 \12.0 112.0 I I --- ! I I I I -L teJ / A/J -~ -- -- \ . e- --- ---- ---- -e --- ------- ----- ..---.- ----------- - ----þ- .=~.. : ~" : . ¡ I. . . .. , :-! --.- I ., I - -- ---_...- -- --- ~----- ----- ;\¡ .~ . ~ l -~r~ ' " l.- 7 ~_(Lj ~- ,___w -- --- ~ fL¡ . - - -'~-----...---- - -- _.---- - - _____0. --- 1______ ------- --- --- -------- -- ------- ~ ._---- ----- ~--- --.---.- --~ ~ ..------- --- -- -,-- , ~~--- - ~ ~-'-- ~~. ~I~ #';2 ~ ----- ---- --- é ---_._._-~- ---- - -~---- --- {bj;d/ai~j . .~=~-- ._~ ~Ol_;~~&~ ~ - tJ2_~_º_:2_ - ;1--- ---- - -,-- --------------- -" ----- ---- G -- . _.-- '-.-.--- ------- ------------ ---- -_._---~ --- --_._- ..------- ----- --- ---- --------- ----" --. -.-- ----- ----- -.--- ---- -- - t I l - -- --- .-- ---.------- --- - {Ie:¿ - -- - - -- - e e Fresh Milk and Ice Cream Division P.O. Box 54200, Terminal Annex Los Angeles, California 90054-0200 Telephone: (213) 225-1481 May 21, 1987 Kern County Health Dept. Hazardous l'1aterials, Hanagement Program (U. T) 1700 Flower Street Bakersfield, CA. 93305 Bill Scheider, love are in the process of fulfilling the requirements of Handbooks UT -10 and UT -15 . ~-Je will be securing proper gauging instruments, striker plates, calibration charts and water - finding paste. We will proceed with the highest priority in these areas and I will be contacting you as soon as we have completed all the requirements. f3 'LC-~ :5, v ð c L- Bob Snook Carnation Energy Mgr. (213) 226-1709 BS/ spd cc: Ron Huntington KERN .NTY VARIATION. OSS Facility: (~·C'r'r1l\.t-: úY) Facility Address: 0 Tank(s) with Discrepancy: # HEALTH DEP~TMENT INVESTIGAT~N REPORT r; Permit # .~// ,} ð DOO~- L .J~V\~. ) D i J 'Jr) ¿¡ ¡:7V"1 " fY}1Y"' I ....... :s: t..¡ s: f? Irt / Name of Person Filing Report: Description Of Discrepancy: Date/Time of Discovery: (3, ß :>/î) " I)Jf If ^ ""'.7'1 5 h ¿) we-c! .s- ~ ~¡ l It' ~/:. INVESTIGATION SUMMARY The following procedures must be performed within the specified times starting at the time a reportable loss is discovered or should have been discovered: Within: 6 Hours 24 Hours ~ i" 48 Hours j 72 Hours NOTE: I , I I I 11) Owner/Operator must verbally report I I I 12) Visual facility check to be performed using I I 13) All product dispensers are to be checked for I I I , I I I I I I I I I Description of test performed I * * ATTACH COpy OF TEST RESULTS. · · I G.>-n w~> -¡;- S;.::;r- r-e.s-..Jf> d'N:r f 4 yO'-" THIS REPORT MUST BE SUBMITTED TO THE PER.\tITTING AUTHORITY COMPLETION OP.INVESTIGATION PROCEDURES. Owner/Operator or other qualified person is to Date Time review records for errors before determining there is a reportable variation/loss. Performed By: Date Time discovery to KCHD and follow-up with written notification on form provided. Performed By: Date Time checklist on the back of this form. Performed By: . Date Time calibration and adjusted if out of tolerance. Performed By: Piping to be leak tested using approved method. I Date Time Contractor's Name License # Test Performer's Name Description of test performed * * ATTACH COpy OF TEST RESULTS. * * Tightness Testing of tank(s) to be performed using approved tester and method. Date Time I1.J IJ 0 .., (, - j()-9 7 Contractor's Name £SII License' tf~ ?27 7 Test Performer's Name Ti yV'I Pe+t? - T:'~ ß,...,,~"1 WITHIN ~ DAYS OF -.'- , ".' --,- -... -. ~ - ,_'" r \ " ~.~./;'--\ .,?-:,,:j:1__:"'~:"':.='~~ _~~:/~~:::.'~<;~s-', ' -~. . ,~~"--~-~ " .::-.. - .-- ià ;.' I!'~ :-~: ~:~ ( " ~ L t 1\~ " ~ . f'" r.f J,"'. I} ? t ";¡=W~~-''''''iI:~r'~~·-''-''''''·'"''~~···-~-J·W_ "7""- ."~.,."'=""~,~~~..~-- F . ..' -._. .. - ................. ~ e 2. VISUAL INSPECTION CHECKLIST A. Dispensers All dispensers and their end doors visually checked for leaks. All hoses and nozzles visually checked for leaks. All totalizer seals checked for tampering. Results: -- All dispensers appear tight signature/date -- Dispenser(s) not tight as listed below signature/date ¡DISPENSER "SERIAL #¡COMMENTS: I I I I I I I I I I I I B. Tank Area All turbine boxes inspected. All fills and vapor manholes inspected Results: Tank area present. with tight product or liquid appears no signature/date Tank area does not appear conditions listed below. tight because of the problems/ ;U;fß~ {-H'Ý) signature/date II :;, "' -~;, .~ ~1 ! C. Piping Type: [JPressure []Suction Pressurized piping leak detector (s) tested for proper functioning and for detection of leakage. Suction piping tested for indication of leakage. Results: --Piping tight based on test(s) above. signature/date Piping not based on testes) tight above. with problems/ conditions listed below. signature/date Description · e Kern County Health Department Division of Environmental Heal 1700 Flower Street, Bakersfield, CA 93305 Permit .. c:<oðO 0 SC Application ~ 2-0 APPLICATION FOR PERMIT TO OPERATE UNDERGROUND HAZARDOUS SUBSTANCES STORAGE FACILITY ~ of Application (check): o New Facility Or-bdification of Facility ~Existi~ Facility OTransfer of ownership C. B. Water to Facility Provided by Soil Characteristics' at Facility Basis for Soil Type and Groundwater Contractor IV I ~. Address Proposed Starti1'¥] Date WOrker's Compensation ~ertification t Emergency 24-Hour Contact (name, area code, phone): Days J"¿Jt;-'32.. if- 7'19£/ C ',. Ì'-. ' . Nights ,fo f".- ,55'9 -_=? -177 Fac il i ty Name a r- n Q +- ( c) II\. '-../.Je. ( n e S No. of Tanks '£5 Type of Business (check): ÔGasoline Station ~Other (describe) milk -1/6,11- Is Tank(s) Located on an Agricultural Farm? Dyes Œ}No Is Tank(s) Used primarily for Pqricultural Purposes? DYes I2S:I No. Facility Address ::20/ L)V!,Gi1 Ilvr?;t/ <.l c:- . Nearest Cross St. J. ",d ;-' (Imé;,¡...... T R SEC (Rural LoCations cnly) Owner C e"O'\Ctf-I'(J(I\ Ce>¡1{p~~V Contact Person heel .f/o¡;r Address ~o I U''\.I'(HL 1/J¡j~1 zip 9'3307 Telepwne ...3 7-£/- ?~Y9'- Operator f¡d In r: ~ Contact Person Address Zip Telepwne Crl.r Ulr(,f¡'~ ~ / '\.fe".t d If t. CIa- 'Y\ Depth Det'erminations A. Depth to' GroW¥iWðter (.L;rkViOW v..- u (..Ç u.c... f CA Contractor's License No. Zip Telepwne proposed Completion Dete Insurer D. If This Permit Is For Modification Of An Existi~ Facility, Briefly Describe Modifications proposed F. Tank(s) Store (check all that apply): Tank t Waste Product Motor Vehicle Unleaded Regular Premium Diesel waste - - BÐ ìl((' ¡=....\(L Fuel Oil ifl 0 0 !XI ~2 0 0 ~ ~~ 0 18] 0 11- '-/ ~ M~r 0 0 ::fI: 5 t¡ ~ , Chemical Composition of Materials Stored (not necessary for motor vehicle fuels) Tank i Chemical Stored (non-conmercial name) CAS t (if known) Chemical Previously Stored (if different) o o o o ~ B o § o ~ I:l B fà E. -..-- G. Transfer of Ownership Date of Transfer Previous Facility Name I, Previous Owner accept fully alCobligations of Permit,tÐ. issued to I understand that ~e Permitting Authority may review and modify or terminate the transfer of t .¡¿ Permit to Operate this lI'1derground stora;¡e facility upon receiving this completed foon. Signa This foon has been completed true and correct. -' pet jury and to the best of my knowledge is T;t~.rc.t ~I/r . v Date :Ý7S Facility Name CDI.'vk-f.\'ljr.,_e/')CLifi<O-') . e pemit No.¿?() Ooo6C TANK! _J____ (FILL OUT ~;[P.A.RATE FORM EOR !:;ACH TANK) FOR EACH SECTION, CHECK ALL APPROPRIATE BOXES H. Tank is: DVaulted tRJNon-Vaulted ~[»uble-Wall DSingle-wall Tank Materia 1 ~Carbon Steel 0 Stainless Steel 0 Polyvinyl Chloride 0 Fiberglass-<::lad Steel o Fiberglass-Reinforced Plastic 0 Concrete 0 AlLminum 0 Bronze OUnknown o Other (describe) primary Containment Date Installed Thickne~s (Inches) 7 . ( Tank Sècöndary Containme~t o Doubl e-Wa 11-0 Synthetic Liner DOther (describe): DMaterial Tank Interior Lining -oRubber 0 Alkyd OEpoxy o Phenolic DGlass OClay DLhlined DLhknoW"\ ~Other (describe): -.r.Jt:' e/ Tank Corrosion Protection --rTGalvanized []Fiberglass-Clad [JPolyethylene Wrap DVinyl Wrapping .iJTar or Asphalt OUnknown ONone DOther (describe): Cathodic Protection: ~None DImpressed OJrrent System D Sacrificial Anode System Descriœ System &I Equipnent: . 7. Leak Detection, Monitoring, and Interception . a. Tank: DVisual (vaulted tanks only) LJGrouoowater Monitoring Well (s) [J Vadose Zone Monitoring Well (s) 0 U-Tube Without Liner o U-Tube with Canpatible Liner Directin¡ Flow to Monitoring wel1(s) * o Vapor I:2tector* 0 Liquid Level Sensor 0 Conductivit~ Sensor* [] Pressure Sensor in Annular Space of Double Wall Tank [] Liquid Retrieval &I Inspection Fran U-Tube, Monitoring Well or Annular Space ~ Daily GalX]ing & Inventory Reconciliation 0 Periodic Tightness Testing o None 0 unknown 0 Other b. Piping: Flow-Restricting Leak Detector(s) for Pressurized PipingW o Moni toring Sump wi th Raceway [] Sealed Concrete Raceway DHalf-Cut Canpatible Pipe Raceway [] Synthetic Liner Raceway []None 6?1 Unknown 0 Other . *Describe Make & Model: :nk4igh~n~sBe . s 1S a en Tightness Tested? 0 Yes Date of Last Tightness Test Test Name Tank Repair Tank Repai red? 0 Yes I81No DUnknown Date(s) of Repair(s) Describe Repairs OVerfill Protection ~Operator Fills, Controls, &I Visually Monitors Level DTape Float GalX]e !&Float Vent Valves 0 Auto Shut- Off Controls OCapacitance Sensor DSealed Fill Box ONane DUnknoW"\ DOther: List Make &I Model For Above Devices l. 2. 3. 4. Capacity (Gallons) S7. (I co Manufacturer ? o Lined Vault 0 None Ø'Unknown Manufacturer: Capacity (Gals.) -- Thickness (Inches) 5. 6. 8. ~ No 0 Unk~own Results of Test ~sting Canpany 9. 10. 11. Piping, / /. ' I ' a. Underground Piping: ~Yes DNa DUnknown Material (¿7~" \!c It j' Z r J J.f~ è../ Thickness (inches) Diameter I i"~h Manufacturer DPressure OSùction OGravi ty"ApproxirMte LeN3th of Pipe Rl:I'\ '25' ._~.",~t b. Underground Piping Corrosion Protect ion : t8[Galvanized OFiberglass-Clad DImpressed CUrrent DSacrificial Anode []Polyethylene Wrap OElectrical I~olation [JVinyl Wrap ijlTar or Asphalt DUnknown ONone []Other (describe):_ c. Underground Piping, Secondary Containment: [JDouble-Wall OSynthetic Liner Sys~em ŒlNone OUnknoW"\ []Other (describe): Facil i ty Name H. CCií ~1 Q+ \~ C/'---~ r:;, ',- ," C .s pennit No.óZ Q 0006 G e TANK !, ~___, (FILL OUT SEPARATE FORM FOR ....AŒ TANK) FOR EACH sEcTIõ"N, CHECK ALL APPROPRIATE-š"õXE-Š-- -- 1. Tank is: o Vaulted !XJNon-vaulted DCDuble-Wall J1fSingle-wall 2. Tank Material OOcarbon Steel 0 Stainless Steel 0 Polyvinyl Chloride 0 Fiberglass-Clad Steel o Fiberglass-Reinforced Plastic 0 Concrete 0 AlLminum D Bronze DUnknown o Other (describe) Primary Containment Date Installed Thickness (Inches) 1 ? Tank Secondary Containm~nt DDouble-WallU Synthetic Liner [JOther (describe): DMaterial Tank Interior Lining DRubber DAlkyd DEp:)xy o Phenolic DGlass DClay Dlblined IJ1lbknOW1 DOther (describe): Tank Corrosion Protection -UGalvanized DFiberglass-Clad DPolyethylene Wrap DVinyl WrappiD:J ¡aTar or Asphalt DUnknown DNone DOther (describe): Cathodic Protection: (BNone DImpressed CUrrent System D Sacrificial Anode System Describe System & Equipment: 7. Leak Detection, Monitoring, and Interception . a. Tank: DVisual (vaulted tanks only) LJGrourowater Monitorin:J Well (5) D Vadose Zone Meni toring Well( s) 0 U-Tube Without Liner D U-Tube with Canpatible Liner Directin¡ Flow to Monitorirg WeIl(s) * D Vapor Detector* D Liquid Level Sensor D Condoctivit¥ Sensor· D Pressure Sensor in Annular Space of Double Wall Tank D Liquid Retrieval & Inspection Fran U-Tube, Moni toriD:J Well or Annular Space 6a.Daily Gau:JiD:J & Inventory Reconciliation 0 Periodic Tightness TestiD:J o None 0 UnknOW11 (;] Other b. Piping: Flow-Restricting Leak Detector(s) for Pressurized PipiD:J- D Moni tor iD:J Sump wi th Raceway 0 Sealed Concrete Raceway o Hal f-Cut Canpatible Pipe Raceway 0 Synthetic Liner Raceway 0 None ß,Unknown. D Other " *Describe Make & Model: - Tank Tightness Has thIS Tank Been Tightness Tested? Date of Last Tightness Test Test Name Tank Repair Tank Repaired? DYes IðJNo DUnknown Date (s) of Repair (s) Describe Repairs overfill Protection ~Operator Fills, Controls, & Visually Monitors Level DTape Float Gau:Je OOFloat Vent Valves 0 Auto Shut- Off Controls DCapacitance Sensor DSealed Fill Box DNone DUnknown DOther: List Make & Model For Above Devices 3. 4. Capacity (Gallons) /2,C/uo Manufacturer '7 5. o Lined Vaul t 0 None ~Unknown. Manufacturer: Capacity (Gals.) -- Thickness (Inches) 6. 8. DYes ß(]l'«:> [dUnknoW11 Results of Test "---;¡;ësting Canpany 9. 10. 11. Piping ~7 a. lJndergroU[\d PipiD:J: aYes DNo OUnknown Material (-rn ¡tfr/7/7v1' (âl.e.e/ Thickness (inches) Diameter Manufacturer DPressure ~uction DGravity "Approx·imate LerXJth of Pipe RLn '-;2.;:5/ b. Underground Piping Corrosion Protec~ion : IaGalvanized DFiberglass-Clad DImpressed CUrrent DSacrificial Anode Dpolyethylene Wrap DElectrica1 Isolation DVinyl Wrap ffiTar or Asphalt DUnknown. DNone DOther (describe): ' c. Underground Piping, Secondary Containment: EJDouble-Wall 0 Synthetic Liner Jystem J:8JNone DUnknown. DOther (describe): e e TANK ! ~__ (FILL OUT SEPARATE FORM FOR ....AŒ TANK) FOR EAŒ SECTION, ŒECK ALL APPROPRIATE BOXES No.a ù 60066 pe rm i t Facil i ty Name H. 1. Tank is: 0 Vaul ted ~Non-Vaul ted DCOuble-Wall ß1.single-wall 2. Tank Material {B..Carbon Steel D Stainless Steel 0 Polyvinyl Chloride 0 Fiberglass-Clad Steel o Fiberglass-Reinforced plastic 0 Concrete 0 AlLminurn 0 Bronze OUnknown o Other (describe) primary Containment Date I~talled Thi~kness (Inches) I UN V-Nc v.J ,.¡ 4. Tank Secondary Containment o Double-Wall 0 Synthetic Liner DOther (describe): DM3.terial Tank Interior Lining "DRubber D ÞJ.kyd DEp:>xy DPhenolic DGlass DClay Dlt1lined mtl1known DOther (describe): Tank Corrosion Protection -UGalvanized DFiberglass-Clad DPolyethylene Wrap OVinyl Wrappl~ ~Tar or Asphalt DUnknown ONone OOther (describe): Cathodic Protection: o None DIrnpressed CUrrent System DSacriflcial Anode System Describe System & Equipment: 7. Leak Detection, Monitoring, and Interception . a. Tank: DVisual (vaulted tanks only) L:rGrourrlwater Monitorirg well (5) o Vadose Zone Moni tor ing Well (s) D U-Tube Wi thout Liner []U-Tube with Compatible Liner Directi~ Flow to Monitoring Well(s)* [] Vap:>r Detector* [] Liquid Level Sensor [] Condoctivit;t Sensor* o Pressure Sensor in Annular Space of Double Wall Tank [] Liquid Retrieval & Inspection Fran U-Tube, Moni toring Well or .Annular Space ß..Daily Gau;Jing & Inventory Reconciliation 0 Periodic Tightness Testing [] None 0 unknown 0 Other b. Piping: Flow-Restricting Leak Detector(s) for Pressurized Pipi~w o Moni tor ing SlInp wi th Raceway 0 Sealed Concrete Raceway o Half-Cut Compatible Pipe Raceway D Synthetic Liner Raceway D None m. Unknown D Other *Describe Mak.e & Model: 8. ~nkrri:igh~~SBe s 1S en Tightness Date of Last Tightness Test Test Name Tank Repair Tank Repaired? DYes [XINo D~known Date (s) of Repair (s) Describe Repairs Overfill Protection OOperator Fills, Controls, & Visually Monitors Level DTape Float Gau;Je LMFloat Vent Valves 0 Auto Shut- Off Controls []Capacitance Sensor DSealed Fill Box ONone DUnkno\roll1 DOther: List Mak.e & Model For Above Devices ). Capacity (Gallons) ;2..500 Manufacturer ? o Lined Vaul t 0 None lMunkno\roll1 Manufacturer: Capaci ty (Gals.) -- Thickness (Inches) 5. 6. Tested? 0 Yes fiaNo Dunkno\roll1 Results of Test Testing Company 9. 10. " 11. ::Pi~derground Piping: ~Yes DNa Dunkno\roll1 Material alv~/1I»r/c/ Jl ¿.f Thickness (inches) Diameter Manufacturer OPressure [¡'Suction OGravity 'APproximate Ler¥3th of Pipe Rm b. Underground Piping Corrosion Protection : @Galvanized DFiberglass-Clad DImpressed CUrrent Dsacrificial Anode DPolyethylene Wrap DElectrical Isolatlon DVinyl Wrap BITar or Asphalt OUnknown ONone OOther (describe): c. Underground Piping, Secondary Contairment-~ DDouble-Wall DSynthetic Liner System ~None Dunkno\roll1 OOther (describe): e e Permit No~OOOúÓC TANK! î- (FILL OUT SEPARATE FORM FOR t.ACH TANK) FOR EACH SECTION, CHECK ALL APPROPRIATE BOXES Facil i ty Name H. 1. Tank is: o Vaulted ~Non-Vaulted DJ):)uble-Wall WSingle-wall 2. Tank Materia 1 Œ"Carbon Steel 0 Stainless Steel 0 Polyvinyl Chloride 0 Fiberglass-<:lad Steel o Fiberglass-Reinforced Plastic 0 Concrete 0 AlLJninurn 0 Bronze DUnkro\io/n o Other (describe) primary Containment Date Installed Thickness (Inches) ( ~ 4. Tank Secondary Containment o Double-Wall U Synthetic Liner [jOther (describe): . [] foIa ter ial Tank Interior Lining -cfRubber 0 Alkyd OEp:>xy OPhenolic OGlass DClay Olk\lined ~U1known OOther (describe): Tank Corrosion Protection --m-Galvanized DFiberglass-Clad DPolyethylene Wrap OVinyl Wrappi~ mTar or Asphalt DUnkno\!ll1 ONone DOther (describe): . Cathodic Protection: ONone OImpressed O..1rrent System DSacrificial Anode System Describe System & Equipment: Leak Detection, Monitoring, and Interception ~Tank: DVisual (vaulted tanks only) LfGrourrlwater Monitorirg' Well (5) o Vadose Zone Monitoring Well(s) 0 U-Tube Without Uner o U-Tube with Canpatible Liner Directi~ Flow to Monitorirg Wel1(s)· o Vapor Detector· 0 Liquid Level Sensor 0 Condoctivi t;( Sensor· o Pressure Sensor in Annular Space of Double Wall Tank o Liquid Retrieval & Inspection Fran U-Tube, Moni torirq Well or Annular Space o Daily GalX1i~ & Inventory Reconciliation 0 Periodic Tightness Testirq ES1 None 0 Unknown 0 Other b. Piping: Flow-Restrictirq Leak Detector(s) for Pressurized PipirqW o Moni torin;¡ SlDp wi th Raceway 0 Sealed Concrete Raceway o Hal f-cut Canpatible Pipe Raceway 0 Synthetic Liner Raceway 0 None Gl Unknown 0 Other *Descr ibe .Make & Model: Tank Tightness Has ThlS Tank Been Tightness Date of Last Tightness Test Test Nrune Tank Repair Tank Repai red? 0 Yes BJNo Dunknown Date (s) of Repair (s) Describe Repairs OVerfill Protection [JOperator Fills, Controls, & Visually Monitors Level OTape Float GaLr;Je OFloat Vent Valves 0 Auto Shut- Off Controls OCapacitance Sensor OSealed Fill Box ONone ßZ]unknown OOther: List Make & Model For Above Devices 3. Capaci~y (Gallons) 'foo Manufacturer ? 5. o Lined Vaul t 0 None [¡ij Unknown Manufacturer: Capacity (Gals.) Thickness (Inches) 6. 7. 8. Tested? DYes paNo Ounknown Results of Test Testing Canpany 9. 10. 11. Piping a. Underground Piping: DYes ŒlNo Dunknown Material Thickness (inches) . Diameter Manufacturer DPressure ¡mSuction JS:]Gravi ty . APProximate Length of Pipe Run b. Underground Piping Corrosion Protection : i1-Galvanized DFiberglass-Clad Ormpressed CUrrent Osacrificial Anode DPolyethylene Wrap DElectrical Isolation DVinyl Wrap OTar or Asphalt IlJUnknown roNone OOther (describe): c. Underground Piping, Secondary Containment: ODouble-Wall 0 Synthetic Liner System [i1None Dunkno\oK\ OOther (describe): ~ pennit ~ II. 2-_ (~ OUT SEPARATE FORM . <.ACH TANK) FOR EACH SECTION, CHECK ALL APPROPRIATE BOXES -- No. ,~O 0008 C- Fadl i ty Name H. 1. Tank is: DVaulted !X]Non-Vaulted DIbuble-Wall rß)Single-wall 2. Tank Material ~Carbon Steel 0 Stainless Steel. 0 Polyvinyl Chloride 0 Fiberglass~lad Steel o Fiberglass-Reinforced Plastic 0 Concrete 0 Alllnimm 0 Bronze DUnkrown D Other (describe) primary Containment Date I~talled Thicknessl(InCheS) , r 4. Tank Secondary Containment o Double-Wall W Synthetic Liner 0 Lined Vaul t DOther (describe): OMaterial Tank Interior Lining DRubber Olùkyd O~xy o Phenolic DGlass DClay OLtllined ltItl1knoW1 DOther (describe): Tank Corrosion Protection -m-Galvanized DFiberglass-Clad OFUlyethylene Wral? DVinyl WrappiB3 WTar or Asphalt DUnknown DNone DOther (descnbe): . Cathodic Protection: o None DImpressed CUrrent System DSacrifIcial Anode System Describe System & Equipment: 7. Leak Detection, Monitoring, and Interception. . a. Tank: OVisual (vaulted tanks only) LfGrouoowater Monitorirg Well (5) DVadose Zone Monitori~ WeIl(s) OlJ-'l'ube Without Liner o U-Tube with Canpatible Liner Directi~ Flow to Monitorirr:J Well(s) * o Vapor IÀ!tector* 0 Liquid Level Sensor 0 Condoctivi t¥ Sensor* o Pressure Sensor in Annular Space of Double Wall Tank o Liquid Retrieval & Inspection Fran U-Tube, Moni torirg Well or Annular Space o Daily Gau:;Jirr:J & Inventory Reconciliation 0 Periodic Tightness TestiB3 Œl-None 0 Unknown 0 Other fII()T p,,,¡':2 /¡S,b!·· . b. Piping: Flow-Restricting Leak Det tor(s) for Pressurized PipiB3- o Moni tori~ SlIDp wi th Race'MIY 0 Sealed Concrete Raceway o Hal f-Cut Canpatible Pipe Raceway 0 Synthetic Liner Raceway 0 None ~ Unkno\tKl 0 Other *Describe Make & Model: 8. ~nk4igh~~SBe s IS en Tightness Date of Last Tightness Test Test Na/T\e 9. Tank Repair Tank Repaired? DYes ~No DUnknown Date(s) of Repair(s) Describe Repairs OVerfill Protection OOperator Fills, Controls, & Visually Monitors Level OTape Float Gau:;Je DFloat Vent Valves 0 Auto Shut- Off Controls DCapacitance Sensor DSealed Fill Box o None IAllbknO\tKl DOther: List Make & Model For Above Devices 3. Capacity (Gallons) BeO Manufacturer " , Thickness (Inches) D None Iii unknO\tKl Manufacturer: Capaci ty (Gals. ) 5. 6. Tested? DYes ØNo Dunkno\tKl Results of Test Testing Canpany 10. 11. piping a. Underground Pipi~: DYes JJJNo Dlbknown Material Thickness (inches) Diameter Manufacturer OPressl.1re IðjSuction OGravi ty . Approximate Ißngth of Pipe R1.I'\ b. Underground Piping Corrosion Protection : DGalvanized DFiberglass-Clad DImpressed CUrrent OSacrificial Anode Dpolyethylene Wrap OElectrical Isolation DVinyl Wrap ~Tar or Asphalt DUnknown o None DOther (describe): c. Underground Piping, Secondary Containment: ODouble-Wall DSynthetic Liner System ¡;a None Ounknown DOther (describe): . ~NAJGR~WATER ffiJrk~~~S¥~~U~~C . CARNATION, INC. 201 Union A venue Bakersfield, California - SITE MITIGATION WORKPLAN December 7, 1990 1500 SO. UNION AVE. BAKERSFIELD. CALIFORNIA 93307 General Engineering Contractor Class NHaz License No. 520768 MAILING ADDRESS: P. O. BOX 9383, BAKERSFIELD. CA 93389 (805) 835-7700 FAX (805) 835-7717 . RESNA/GR~WATER 2~~~S¥~aiu~~c. e 150080. UNION AVE. BAKERSFIELD, CALIFORNIA 93307 General Engineering Contractor Class A/Haz License No. 520768 December 5,1990 ~.Mlichael~ggs County of Kern Department of Environmental Health Services 2700 "M" Street, Suite 300 Bakersfield, California 93301 RE: Site Mitigation Work Plan Carnation (Favorite Foods) 201 Union Avenue Bakersfield, California Dear ~. Driggs, 1.0 INTRODUCTION Carnation, Inc. has retained Groundwater Resources Inc. (GRI), a RESNA Company, to prepare and submit a Site Mitigation workplan for 201 Union Avenue in Bakersfield, California (see Plate 1). The results of two borings drilled on September 26, 1990 to further characterize the vadose plume are also enclosed. GRI proposes to vapor extract the volatile hydrocarbon constituents beneath the fanner dispenser island at the site. 2.0 BACKGROUND In October of 1987 five underground fuel storage tanks were removed from the above mentioned site (see Plate 2). These included a 3000 gallon fuel oil and diesel tank, a 7500 gallon gasoline tank, a 1000 gallon new oil tank, a 1000 gallon waste oil tank, and a 7500 gallon diesel tank. Evidence of the removal of a fanner fuel tank was also uncovered and was identified as a phantom tank in previous reports. Soil samples for the preliminary site assessment were collected, as required, from beneath each tank, and the dispenser island (test holes #1-#17, see Plate 3A-3D). The preliminary site assessment report dated November 2, 1987 was prepared and submitted by William H. Park and Associates (W.H.P.). The analytical results showed hydrocarbon contamination at the fuel oil and diesel tank, at the new oil tank, and at the dispenser island. The other tanks showed no appreciable contamination and no further assessment was needed at.those locations. On November 12th and 13th, 1987 a site characterization study was perfonned by W.H.P on the west end of the new oil tank and MAILING ADDRESS: P. O. BOX 9383. BAKERSFIELD. CA 93389 (805) 835-7700 FAX (805) 835-7717 Mr. Michael Driggs e . County qf Kern rl-epartní~nt of Environmental Health Services December 5, 1990 Page Two e below the dispenser island (see Plate 4). A total of six test holes (A, AI, B, C, D, and E) were drilled, three test holes at each area, and samples were analyzed for the proper hydrocarbon constituents. Test hole C, drilled at the dispenser island, detected contamination between 10 and 20 feet, with a high of 37,445.96 ppm TPH(diesel) at 15 feet. 'The other two holes drilled at the dispenser island showed only minor hydrocarbon constituents. All three test holes located near the new oil tank showed oil and grease contamination, with a high of nearly 100,000 ppm at 20 feet in test hòle B. These test holes defined the hydrocarbon plume vertically and laterally and W.H.P. estimated the volume ofthe plume was about 110 cubic yards of soil. On January 28, 1988 W.H.P. drilled four additional test holes (F,G,H,I) to see if the hydrocarbon plume extended beneath the shop building west' of the dispenser island (see Plate 4). Analytical results for test hole F showed 3,696.5 ppm TPH diesel and 7,072.99 ppm TPH gasoline at 5 feet. Test hole G showed only gasoline contamination of 5,209.76 ppm at 5 feet. This contamination did not extend past 10 feet and appeared to be not very extensive (see Plate 5 for cross-section of hydrocarbon plume). In their report date4 March 30, 1988, W.H.P recommended that the hydrocarbon contaminants near the island dispenser and under the shop building be left in place since it is composed of heavy end hydrocarbons and should not be a threat to the groundwater (estimated to be 200 feet below the surface) or to the public. The other alternative suggested is to excavate the vadose plume, but any excavation work would jeopardize the structural integrity of the shop building. Seventy cubic yards of excavated soil from previous work was spread on-site on October 3, 1990. Composite samples taken before spreading indicated a high of 12,000 ppm oil and grease and 320 ppm diesel, but no BTXE values. This soil will be sampled every three months to detennine the rate of reduction in hydrocarbon constituents. Laboratory results are included as Appendix A and are shown in Tables I and II. A work plan.for drilling two assessment borings and aerating the existing soil pile was submitted to Kern County Depanment of Environmental Health Services on August 30, 1990. In accordance with this workplan two soil borings were drilled on September 27, 1990. The soil pile was spread on October 3, 1990. 3.0 PROCEDURES 3.1 Soil Borings Soil boring GRI-l was drilled to 45 feet and boring GRI-2 was drilled to 35 feet beneath grade; they are located as shown on the plot plan (Plate 2). Boring GRI- 1 was a diagonal hole drilled at a 20-degree angle to penetrate· the hydrocarbon plume beneath the fanner dispenser island. Boring GRI-2 was drilled 10 feet southwest of the fanner dispenser island to define the southern extent of hydrocar- bon constituents in the soil. Boring GRI-l was drilled by RESNA Industries of . Bakersfield, California, using eight-inch diameter continuous flight hollow stem augers. Ten-inch diameter continuous flight augers were used to enlarge each rt/£t. O/.L ~AlD P/~sa TANI< PI£5EL ~AlK .;pµAA/ro,¡+¡ rAN J( 6~$t?L./A/£ TANK NEW t?/k .7"ANX I . WASíE O/l. T:z.AI K PI<OÞl./C.T L/lVé's NEW O/¿ r¡t;AlK PI'sP£IJS£1( /.:s.!.AI.IP t'I-ID£R F2/EL o/£. AND ,þ/£S£L. 7)::NK F'Rt/Ovcr blV£s TABLE' I -n=:sr HOLE:" CoNTAfr1/NAT/ON .. Source:. W.H.Parks & Assoc. O/L.. TLST O£P7"H "TF? H. ï-p.H. ANO 11'01..£ /1'\1 (P/£S£L) ,?ASOLINE) 13. 'T. X. "T O· X. -¡: V. H. LEAD G,R£AS£ &/JZ£N£ FEET I z e13.~ 4.. ~ .............. .............. ~.S7 I, 854 6 .. ............... ............... ............. 'S>.~B $4 Z. ............... u ~ ~ 4.()Z 5~ Z 6 "'-..... ~ ~ <Z.$O 41 3 Z. ............... ............... ~ ~ 'i-..... 6 "-... ~ ""'- ............... ............... 4 Z /65.67 "-... ~ ~ ............... ~ 6 ............... ............... ............. ............... '-...... ~ z ............./ ~ ~/ ............. ............ ............... 6- / "'-..... .............. /~ ............... "'-..... "'-..... 6 Z 1~.4() .............. ./ ............... .............~ ~ .............. ~ ~ ~ ~~ ............... ............... 7 z. ~ ~ ~~ .............. .............. 6 ./"" .............. .............. ./ ~ ............... ............... G "-... ~ ............. ""/,4 ~ < '2,50 $4,879 "- 8 ~ ............... ............. .............. AI/A ............. -4.33 94 14 Z. ............... !J z ............. "-... ............. c.zo ............... < '2. so <Zo .............. 6. .............. ............. ~ (20 ........... <Z.50 4Z ............... z "-... ............ ............. <..20 .............. . ~2.So c.z.o '-....... /0 6' ............ ............. ............. . <zo ~ <z.so 209 ............... II Z 5, Z~'.03 ............. ~. ~ '3.33 18,8Z5 1.43 ~ 17¿..'o .............. .............. ............. ~.5' 89 /2- z -......:.:...~ .~ ~~ ............... ............... 6 ~............. ............. /' "'-..... ............... ............. /3 2 ~ ............... .............. .tV/A ............. <Z.50 <ZD ~ ~ .............. .............. .............. N/A ............... <250 <20 ............. /4 2 ~,S"}7. ZI .............~ 7,~SB.Z' ~ ............../ .............. "'-..... '5 ¿¡B· 3/ 6 300l>5.7Z- ~............. 1.~6e.4Z ............... 7............ .............. ~ Z'9/ U 15 b ~ ~ ~ < 250 <20 16 5 ~ ~ ~ Z.68 <20 /7 5 ~ ~ ~ <:ZSO <20 - * - BL.t:JNK :sp,qc£ DENOTES ",NONE OETECrE.p" A&vE: MnV'IMV'M .r{£PO/lí/A./t:; LEv£I.S. " < - P£^,OTES "L£SS THAN. *' '* - CON7A/t-1/NAFON F/¡JP,R£S fiRE /N P.4RTS PE/i? M/LL/OA./. I~I 1><1 ::SLASH PE¡lVOr~s Nor RéQV£~TCO. _ ¡J:NAL.yséS R.EOVé:5 TEp Bvr NOT ¡PEFO,&lJ'v7£e> BY Pc. L.48S. ~ e e TABLE II \: J ANAL YTICAL RESULTS FROM SITE CHARACfERIZA TION BORINGS SOIL TPH (D) TPH (G) O&G B T X E LEAD TOX SAMPLE # TH A-15' N/A N/A 66703 N/A N/A N/A N/A 10.5 N/A TH A-20' N/A N/A 99528 N/A N/A N/A N/A 6.67 N/A" TH A-25' N/A N/A 373 N/A N/A N/A N/A 4.41 N/A THA1@15' N/A N/A 72582 N/A N/A N/A N/A 10.9 <20 TH Al@20' N/A N/A 7967 N/A N/A N/A N/A 12.5 <20 TH Al@25' N/A N/A 528 N/A N/A N/A N/A 10.7 <20 TH B-15' N/A N/A 79328 N/A N/A . N/A N/A 8.82 N/A TH B-20' N/A N/A 108317 N/A N/A N/A N/A 9.26 N/A TH B-25' N/A N/A 173 N/A N/A N/A N/A 5.50 N/A C-IO' 7115.21 N/A N/A 3.68 3.97 2.4 1.42 N/A N/A C-15' 37445.96 N/A N/A 10.37 9.49 1.89 10.44 . N/A N/A C-20' 134.71 N/A N/A ND ND ND ND N/A N/A C-25' ND N/A N/A ND ND ND ND N/A N/A C-30' ND N/A N/A ND ND ND ND N/A N/A D-15' 34.18 N/A N/A ND ND ND ND N/A N/A D-20' ND N/A N/A ND ND ND ND N/A N/A D-25' ND N/A N/A ND ND ND ND N/A N/A E-15' ND N/A N/A ND ND ND ND N/A N/A E-20' ND N/A N/A ND ND ND ND N/A N/A E-25' ND N/A N/A ND ND ND ND N/A N/A TH F @ 5' 3696.5 7072.99 N/A 26.39 109.45 914.05 ND N/A N/A THF@10' 34.10 N/A N/A ND ND ND ND N/A N/A TH F@15' ND N/A N/A ND ND ND ND N/A N/A TH F@20' ND N/A N/A ND ND ND ND N/A N/A TH F@25' ND N/A N/A ND ND ND ND N/A N/A TH G@ 5' ND 5209.76 N/A 1.56 23.83 268.89 ND N/A N/A THG@10' ND N/A N/A ND ND ND ND N/A N/A TH G@15' ND N/A N/A ND ND ND ND N/A N/A TH H@ 5' ND N/A N/A ND ND ND ND N/A N/A TH H@IO' ND N/A N/A ND ND ND ND N/A N/A THH@15' ND N/A N/A ND ND ND ND N/A N/A TH I@ 5' ND N/A N/A ND ND ND ND N/A N/A TH I@lO' ND N/A N/A ND ND ND ND N/A N/A TH I@15' ND N/A N/A ND ND ND ND N/A N/A ALL VALUES IN PARTS PER MilLION (PPM) TPH = TOTAL PETROLEUM HYDROCARBONS D = DIESEL G = GASOLINE O&G = OIL AND GREASE B = BENZENE T = TOLUENE X = TOTAL XYLENES E = ETHYL BENZENE TOX = TOTAL ORGANIC HALIDES ND = NONE DETECTED N/A = NOT APPLICABLE (NOT TESTED) SOURCE: W.H. PARK & ASSOCIATES Mr. Michael Driggs e Csmnty oj Kern , , Department of Environmental Health Services December 5, 1990 Page Three - boring before installing four-inch diameter schedule 40 PVC casing in the boring. Boring ORI-2 was drilled by Melton Drilling of Bakersfield, using a forklift mounted mobile rig. Six-inch hollow-stem augers were used for this boring. Soil cores were taken at five-foot intervals with a California split spoon sampler and described by a OR! geologist as they were collected. Logs for each boring are presented in Plates 3 and 4. All samples were immediately sealed, labeled, and placed on ice for transport to SMC Laboratories of Bakersfield, California. A chain of custody document (Appendix A) was maintained from collection to delivery to the lab. All augers and downhole equipment were steam cleaned between borings and the sampling equipment was washed and double rinsed, to prevent cross contamination between each sample in accordance with the sampling protocol in Appendix C. 3.2 Vadose Well Completion Boring ORI-l was converted into a vadose monitoring well by installing 10 feet of .02-inch factory slotted, and 20 feet of blank schedule 40 PVC casing in the boring. A fùter pack was emplaced by putting #2/12 sand through the augers and outside of the PVC casing as the augers were removed. The annular space between the PVC casing and the open hole was filled with sand to a minimum of two feet above the slotted screen interval. A three foot bentonite seal was put on top of the filter pack, followed by neat cement to 1 foot below grade. A locking well cap was put on top of the PVC casing and a traffic rated steel flush mount box was placed over the casing about one-inch above the surface. A concrete mix was poured around the traffic box to secure it and the surface was sloped away from the well to prevent surface runoff water from entering. 3.3 Aeration of Soil Pile Seventy cubic yards of excavated soil from previous work was spread on-site on October 3, 1990. Composite samples taken before spreading indicated a high of 12,000 ppm oil and grease and 320 ppm diesel, but no BTXE values. This soil was aerated following the Regulation 8, Organic Compounds, Rule 40 "Aeration of Contaminated Soil and Removal of Underground Storage Tanks" guidelines. This soil will be sampled every three months to detennine the rate of reduction in hydrocarbon constituents. If aeration alone does not reduce the hydrocarbon constituents in the soil then bioremediation of this soil will begin. 4.0 FINDINGS 4.1 Laboratory Analysis of Soil Samples Soil samples were taken to SMC Laboratories of Bakersfield, California to be analyzed for TPH (gas and diesel) and BTXE. The analytical results show a high Mr. Michael Driggs e County of Kern Dèpartm~nt of Environmental Health Services December 5, 1990 Page Four e of 7700 ppm TPH diesel at 20 feet in boring GRI-l. All other soil samples analyzed were none detect for hydrocarbon constituents. Laboratory results are presented in Table ITI. Refer to Appendix B for complete analytical results. Also included in the following table are the composite samples for the soil pile on location before aeration. TABLE III (All values in Parts per Million) SOIL SAMPLES Sample Number TPH TPH B T X E O&G (gas) (diesel) GRI-I-20' ND 7700 ND ND ND ND NT GRI-I-45' ND ND ND ND ND ND NT GRI-2-20' ND ND ND ND ND ND NT GRI-2-35' ND ND ND ND ND . ND NT Soil Pile PS (Camp) ND 280 ND ND ND ND 12,000 PN (Camp) ND 320 ND ND ND ND 9,900 TPH = Total Petroleum Hydrocarbons, B = Benzene, T = Toluene, X = Total Xylenes, E= Ethylbenzene, ND None Detected, NT = Not Tested, O&G = Oil and Grease 4.2 Descriptions of Borings Soil samples taken at the site consisted of sand, silty sand and minor amounts of silt. In general a medium to dark brown silty sand was encountered from surface to 23 feet below grade. This silty sand grades to sandy silt at 23 feet and extends to 27 feet. A fine to coarse grained sand was seen between 27 and 43 feet below grade followed by a fine-grained silty sand from 43 feet to 45 feet. At 15 feet in GRI- 1 a color change was noticed from medium brown to a dark gray color. This color change occurs where hydrocarbon constituents were first noticed in the soil. This grayish staining extends from 15 to 28 feet in GRI-l. The highest Photoionization Detector (Pill) reading in any of the borings was 150 ppm detected at 20 feet in GRI-l. The Pill readings decline to 8 ppm at 25 feet and 0 ppm by 30 feet in GRI- 1. No Pill readings were detected in boring GRI-2. Very slight petroleum odor was first noticed at 15 feet in GRI-l increasing to a moderate odor by 20 feet. No petroleum odor was noticed below 25 feet in GRI-l or in boring GRI-2. Boring logs are presented in Plates 3 and 4. Mr. Michael Driggs e County of Kern Dèpartmènt of Environmental Health Services December 5, 1990 Page Five e No groundwater was encountered in the borings with groundwater reported to be at 180 to 200 feet beneath the site. 5.0 HEALTH AND SAFETY PLAN A Site Safety Plan was followed throughout the drilling work. This document was on-site at all times with hospital location and emergency telephone numbers posted in case of an emergency situation. Level "D" protection was used at this site with respirators available in case level "C" protection was needed. This plan is included as Appendix D. 6.0 CONCLUSIONS AND RECOMMENDATIONS It is concluded in this investigation that the hydrocarbon constituents in the soil beneath the former dispenser island need to be mitigated. TPH diesel values as high as 37,000 ppm have been reported in tl,le past and during this investigation TPH diesel was detected at 7000 ppm at 35 feet in GRI-l. GRI recommends that this vadose plume surrounding the former dispenser island be vapor extracted. The following is a workplan detailing this scope of work. 7.0 VAPOR EXTRACTION WORKPLAN 7.1 Introduction Groundwater Resources Inc. has recommended vapor extraction (subsurface vent- ing) to remediate contaminated soils at this site. Wells perforated opposite a contaminated interval are attached at the surface to an air pump or blower which creates a vacuum and draws soil gases, including volatilized hydrocarbons, towards the well bore. This technology is relatively new. There is no standard approach in configuring a system. Each site is unique not only as to the nature of the contamination and its extent, but particularly in relation to its geology and hydrogeology. Best results have been documented at sites characterized by porous and permeable soils. Experience with finer grained sediments and those exhibiting heterogeneities are more limited. At this site the soils are mainly fine-grained sand with silt Porosity and permeability of the soil should be adequete for vapor extraction. GRI believes an empirical approach will best serve to develop a system design for optimum hydrocarbon vapor recoveries. The following describes the pilot program proposed to determine, most importantly: well spacing, vacuum pump flow rates, hydrocarbon recovery rates, time required for clean up and va.por treatment technology. Mr. Michael Driggs e County of Kern Jjepartmènt of Environmental Health Services December 5, 1990 Page Six e 7.2 Well Configuration Contamination occurs primarily between 10 to 20 feet below grade within the silty sand zone above the silt zone at 25 feet. Contamination does not extend past this silt layer at 25 feet. A medium to coarse grained sand underlies this silt zone. The vapor extraction system will be designed to remove the volatile hydrocarbons from this upper 20 feet of soil. Two vapor recovery wells will be installed within the center of the vadose plume (surrounding the fanner diesel dispenser). Each well will be constructed of two- inch PVC with the screen interval (.020 -inch slots) opposite the most contaminated interval in each recovery well. Since these wells will be drilled under the truck port a small skid-mount or forklift drilling rig will be used and thus limits these wells to two-inch diameter PVC casing. These two vapor recovery wells will be used in conjunction with the existing four-inch PVC vadose well ORI-I. This will make a three spot well pattern which has been proven effective at other sites. (See Plate 2 for well locations). These wells will be conventionally sampled at five foot intervals using a California split spoon sample (18" cores). These cores will be described by a ORI geologist on-site and the detennination of the most contaminated interval will be decided by these cores in the field. The screened intervals will extend 1 to 10 feet depending on the depth and hydrocarbon concentrations encountered during drilling. 7.3 Well Locations Two wells, RW-l and RW-2, will be constructed within the center of the plume as shown on Plate 2. RW-l will serve as the primary recovery well. The other well will be located 10 feet away and serve as a monitoring well for .the purpose of evaluating the effect of varying vacuum flow rates at varying distances from the air pump. By replumbing the system to make RW-2 the recovery well, the system can be tested at a distance of 12 feet (ORI-I). RW-2 will be placed in the shop building and will only extend to 15 feet below the surface. Past borings have indicated that the contamination at that location only extends to 10 feet. The screen interval for RW -2 will be only 1 to 2 feet and will be toward the base of the contamination. This will draw the vapors downward and create a larger laterally influence then having a longer screen interval. In a very extensive test of the vapor extraction process, gasoline vapors were removed from a porous sandy medium using evacuation rates of 18.5 to 39.8 scfm, which produced a radius of influence between 50 and 110 feet.! Given the less porous nature of the sediments at Favorite Foods the reach of the system will be less and testing will be conducted using 15 feet as the maximum recovery well- Mr. Michael Driggs e County of Kern ¡jepartmènt of Environmental Health Services December 5, 1990 Page Seven e monitoring well distance. The plume as defined by past and present borings, does not extend laterally more than 20 feet from the fonner dispenser island location. The above referenced study also demonstrated that the presence of a passive air inlet wells resulted in significant decreases in soil hydt:ocarbon in the zone of flow between the inlet and extraction well. The desirability of using an inlet well at the site can be evaluated by uncapping individual monitoring wells and checking for increases in volatile recoveries. 7.4 Pilot Study Objectives and Operation The purpQse of the pilot study will be to: Detennine the radius of influence at varying vacuum flow rates using wellhead pressures. Detennine vapor recovery rates at varying vacuum flow rates. Evaluate the need for inlet wells. Detennine pore volume turnover. Estimate time for clean up. Evaluate options for elimination of extracted vapors - thennal or GAC filtration or both. A 100 scfm vacuum pump will be used to extract vapors from the recovery well. The rate can be changed and it is anticipated that vapors will be extracted in at least two separate experiments using a high and low flow rate. Radius of influence will be detennined at varying flow rates by observing static pressure change at the monitoring wells. If the radius of influence is smaller than anticipated, more vapor extraction wells will be installed to effectively cover the hydrocarbon constituent plume. Before each test, a sample of vapor will be extracted to provide baseline data. Samples will be obtained periodically until a steady state condition develops (vapor concentration remains constant). During the pilot stage either an internal combustion or a GAC filtration system will be operated under an Air Pollution Control District pennit to destroy all evolved hydrocarbon vapors. Using Luft Manual and Kern County guidelines the objective at this ,site will be to reduced the TPH diesel concentrations to below 10,000 ppm and the benzene concentrations to below 0.7 ppm in the soil. Mr. Michael Driggs e County of Kern D~partmènt of Environmental Health Services December 5, 1990 Page Eight e 8.0 REFERENCE 1) Crow, Walt L., Anderson, Eric P., Minugh, Edward; Subsurface Venting of Hydrocarbon Vapors from an Underground Aquifer; Health and Environmental Sciences Department API Publi- cation No. 4410; September, 1985. 9.0 LIMITATIONS This report was prepared for the exclusive use of Carnation, Inc. as it relates to the property described. The discussion and conclusions presented in this report are based on: The test borings perfonned at this site. The observations of field personnel. The results of laboratory tests perfonned by SMC Laboratory, Bakersfield, California. Our understanding of the regulations of Kern County and the California Regional Water Quality Control Board. Possible variations in the soil or groundwater conditions which may exist beyond the points explored in this investigation might effect the validity of this report unless those variations or conditions come to our attention and are reviewed and assimilated into the conclusions and recommendations of this report. Also, changes in the hydrologic conditions found could occur with time due to variations in rainfall, temperature, regional water usage, or other factors, any of which could effect this report. The services perfonned by GRI have been conducted in a manner consistent with the levels of care and skill ordinarily exercised by professionals currently practicing under similar conditions in California. The absence of contamination on or beneath the property cannot be guaranteed by this report. GR! is not responsible for any contamination or hazardous material found on the property. No other warranty expressed or implied, is made. Respectively Submüted, GROUNDWATER RESOURCES INC. (GR!) 7v~ a ak/ Robert 1. ~cker Project Geologist '=kk C} '~Th Rex.- J. Young Registered Geologist No. 720 RJB:tab:macpvt ~"~I~'~~~~II~II± : ~~~~cr ~I~l~~~~.~·~. .~",-,,"J[~~ -. . 1'-- ,I" . § A" '.:~ ~ ",-~,:;:;t... r¡C'~!R1íN'{3;~I;-' A '-"( -/-- , _ ~ _ r ' ' ' ~i:..'''- 'U '!!-J"U'1 ......-;¡¡ w, ~i:. I' 1.1 ~ h ...;..8~· B ,>/.L.'FI ~ 18",,:¡~;!i;2~~~ì~ ·'·:ï,.ï':'::':.:~'~~' f~ ... "JS -=.:.:.r. ~ I~ L..- I ~··4 I' 0/, ~1Vìt7:i-~ .l.{ill h~Oi ,nk··· ~~.:"... - . _31 " _ ,,-! L f ",dl 0 0J¡ ~':;;<~~ ..1:::.........""-" I " .~:.-'" . c... .dl~K ~~ 'l.r-IIOD~n~ =!If-- JI.. 404 .J 0 ~l;;:··r8<;i:'~~'¿¿:-~·)". - "::.: .~.... '_;'~..._'" LJ !,¡,] G "r !d:" - - .,:'" -.J/, I;'~~':--, "'::e. lf" '":' "" "" ! 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I~ ~~ ~ 1 \\[.. 1 .-_~~·=~b·....... ,. r I -'# g~ ...,: I~-':~I E] 'I / C' Ôih~:' ~ : )) jE[;;": 8M 3tl :~ ~.: .,' I . - II~.. ~ ~I at: -~ ~-~ ;RRA. .:1/ I ~ I'll Iµ~Y IIJ~~b:-----'" Tllj.:~ Ie\er..,,!.:'.· .- . .w "n ..-----~:::.~ " .1'<' . Ó'~. I" ,.. >=-==] , ¥ I ~ ", W y, : I,...' - ......, I . ' ~..' ,.., .-. ---.. tI 1.. W ø'~!,\' :¿b\~-~?§~\~ =-.f '" "'-: ~D~V~~:3~' -r1~';;:- ", n I' ' ~_ "'"- ;'~:-'_.. ::.~ .. -... \ ~~ - ~1·~:U.7:!Tt _ w ~:õE :&h . . --.c..~ .. ,5. ,,,. d . /. . - ~ ; ~:=:.:¡~b ~.. __.. ' :. lï1~~.Â" 1:;--.",,- I :"CJ~ ir~~" \;~} -. "j/ I. _. I," ,..mmlng ~. '" /)1 - ~. ~ '\. ~ '-. Bool .. '. "15 . --....- It =:: \;'~~ . ..~,COUNTY I Ì\ ~'b, "':: i:.:'\ " . :....-.J<ts) i . &. '" 0\ ", 'i" \ · . I (' I : :~.. ..' '- ',,0'-. ......-.. '-') .. IJ'!. I :¥I \\~__. "'".~ r""'I<~NDS 1--1 r \'\:';::-~~ ~ . .¡" : '<~'- ~ III Á '" , ,. ~L r.;; l:_ V " ,. .. --. \ _ .. ~ JII"~ _ '., 't no , ' . ',-C<,~- ,.,. -...... I"'''' \ -'\\ .. ~ . ;"1 --. \ ',\ .~~-;;-: - -. _ :1'. . ,". : '\ :'\ r-\ ~undwal.r resourc.. I ~..... Inc. envioronmentaVgeotech' I . PROJECT NUM mca services BER: 960-4 CARNATION PLANT 201 Union Avenue Bakersfield, California LOCATION MAP PLATE 1 PS Composite I PN Composite R E S I D E N T A L A R E A J.... ~.. v S T R E E T MOTEL AND RESTAURANT COMPLEX (FORMERLY THE BLACK ANGUS) Approx. 65-70 Cubic Yards of Soil Proposed for Aeration DIRT LOT (NOT TO SCALE) PARKING CANOP 3rd STREET LEGEND I FORMER TANK LOCATION . Soil Sample Location -$- Vadose Extraction Well o Boring Location (f.H. = TEST HOLE) ~ Proposed Vapor Recovery Well ,~ Path of Directional Boring ~ SCALE (APPROX.) I ~ I o 1 20Fr. Gasoline Tank (7,500 Gallon) Diesel Tank (/ ,500 Gallon) - New Oil Tank (1,000 Gallon) Wuto ~.Jlon)~ =-ll~_Tæ>k o THH TPH Diesel Plwne SHOP BUilDING o GRI-2 COVERED TRUCKPORT Driveway 2nd STREET CARNATION BUilDING OLD REST AURANT (NOW WAREHOUSE FOR WARNER CABLE) I . I Fuel Oil and Diesel Tank (3000 + Gallons) MOTOR CITY GMC REVISED: FROM W.H. PARK & ASSOC. í\ groundwater resources, inc. ~ environmental! geotechnical services BEACON CARDLOCK GAS STATION Drivewa I FORMER TANK LOCATIONS CARNATION PLANT 201 UNOIN ST. BAKERSFIELD, CA. PLOT PLAN . R 0 y A U L 'N I P 0 A N L M A S V M E 0 T E L & R E S T F PLATE 2 ----- e e ANALYSES SAMPLE r, ... !ž Lab Field î õ en .D :J ..J a: E ëñ TIP 0 < w >- Q) WELL COMPLETION Benzene 0 ::;.. > CD ø "9 SOIL·DESCRIPTION ~ ::I: a: :E >- en TPH P.I.D. 0 I- ~ :J ~ Ò a.. 20-Degree Angle Boring Diesel ..J w ~ z õ en CD 0 ..c:: :] ppm ppm :!: Traffic Box 0 Backfill- med bm, damp, fn gr Sand, loose, no petrol odor. 0 6 Sand, dk bm, fn gr, silty, damp, loose, 6 no petrol odor. 8 0 6 Sand, as above wnh more silt, grades to Bentonite 9 sandy silt, no odor. :.:.: Seal (3 Ft. 13 1--15FT 6 9 Sand, mad gry wnh bm hues, fine grained, ~~¡ TVD = 14.1 21 grades to sandy silt, damp, tr coarse gr, v t~ #2/12 Sand 21 sll petroleum odor. Filter Pack' 0.02 inch ND 150 Sand, dk gry, fn gr, silty, damp, loose Slotted 7000(D) to sli firm, moderate petrol odor. 4" PVC ND(G) Casing 8 Sand, as above at 25.5', v sli odor. Silt, dk gry, damp, tr sand, mica, no petrol odor. ND 0 Sand, It bm, fn to coarse grained, loose, ND(D) damp, no petrol odor. ND(G) .......... 0 GRI-1-35 Sand, as above with sli more fn gr sand. ......... ........... ......... .......... .......-.... ........... ..........-. ..........- ............ 0 GRI-1-40 Sand, med bm, fn to med gr, tr silt, ............ ..........., ........... loose, no odor. ..---...-. .........., ..-.........- ..-.......... ..---....... ............' 0 GRI-1-45 Sand, dk brn. fn gr, silty, sll firm, no otal Depth = 45 Ft. petroleum odor. rue Vertical Depth = 42,2 Ft. (TVD) SURFACE ELEVATION: LOGGED BY: RJB . TOTAL DEPTH: 45 Ft. SUPERVISED BY: RJY DATE DRILLED: 9/27/90 DIAMETER of BORING: 8" WATER ENCOUNTERED AT: NA GROUNDWATER RESOURCES,INC. LOCATION: Carnation Favorite Foods . PLATE (805)835-7700 4 Ft. East & 4 Ft. 201 Union St. 3 environmental/geotechnical services North from Bldg Edge Bakersfield, CA LOG OF BORING GRI-1 PROJECT NUMBER: 960-4 page 1 of 1 ----------- -- ----- - - --- ----------- e e ANALYSES SAMPLE ,', ... I- Lab Field z î õ ciI ::> ..J c: ~ ïi) TIP 0 « UJ >. Q) BORING ABANDONMENT Benzene ~ I!:::- > CD (/ "'9 SOIL DESCRIPTION :t: c: :::!E >. en TPH P.I.D. I- UJ ::> ~ Ó 9 a. I- Z UJ ~ õ en ppm CD Cl -s::: :; ppm :5Ë CONCRETE CAP I' I' I' , , , Backfill- mad bm, damp, sandy Silt, no I' I' I' , , , I'l'l' NEAT petrol odor. , , , I' I' I' , , , CEMENT I'l'l' , , , 0 4 Sand, med bm, fn gr, silty, damp, ...... 4 loose, tr mica,no petrol odor. 3 ...... 0 7 SM Sand, as above, no odor. 12 14 NATURAL 0 GRI-2-15 Sand, dk bm hues, fine grained, grades BACKFILL to sandy silt, damp, tr coarse gr, no petroleum odor. ND 0 GRI-2-20 Sand, dk bm, fn gr, grades to sandy ND(D) silt, damp, loose to sll firm. no petrol ND(G) odor. 0 GRI-2-25 ML Silt, med to dk brn , damp,grades to ...... silty Sand, low plast, no petrol odor. ...... 0 GRI-2-30 SP Sand, It bm, fn to coarse grained, loose, damp, tr biotite,no petrol odor. ND 0 GRI-2-35 SP Sand, as above with sli more fn gr sand. 6-INCH ND(D) BORE HOLE ND(G) SURFACE ELEVATION: LOGGED BY: RJB TOTAL DEPTH: 35 Ft. SUPERVISED BY: RJY DATE DRILLED: 9/27/90 DIAMETER of BORING:6" WATER ENCOUNTERED AT: NA GROUNDWATER RESOURCES, INC. LOCATION: Carnation Favorite Foods PLATE (805)835-7700 6 FT. SE OF 201 Union St. 4 environmental/geotechnical services . Bakersfield, CA PROJECT NUMBER: 960-4 LOG OF BORING GRI-2 page 1 of 1 0 0 E P T 10 H B E l 0 20 W S U R 30 F A C E 40 PLATE 5 TRUCK-PORT ..... ~ a: "<t ..... SHOP BUllOINGC\I u. ~ :i a: ¡-.: HORIZONTAL SCALE (in feet) I 5 o Cross-Section A-A' Carnation/Favorite Foods 201 Union Ave. Bakersfield, California Plume Dia ram West A' All TPH Values are Diesel Unless Otherwise Noted e LEGEND * Soil Sample Location All Concentrations in ppm NO = None Detected Boring 26.39 Benzene 7072.99(0) TPH diesel Lab 3696.5(G) TPH gas Analysis IX! Proposed Vadose Well a Silt ¡¡¡§ Clay em Silty Sand . Gravel Sand Backfill e' I í\ . groundwater resources, me. ~ environmental/geotechnical services 11-1-90 e e ,. .. APPENDIX A Chain of Custody ·' ' GROUNDWATER RESOURCES INC. '''f'' P.O Box 9383 Bakersfield, California Telephone: (805) 835-7700 I!! Tele-Fax: (805) 835-7717 A RESNA Company CHAIN OF CUSTODY RECORD ;1'" Ii ! " 'i I 'I I I LAB DESTINATION: PROJECT NUMBER: Y 6{J-71 " 6- ..~: /t!6 &¿~- S ¡,t( C- llftf 4C¡]D PROJECT CONTACT: .. P,O. NUMBER: zl- oº= / 1{~r)J SAMPLER(S): (Signature) -w COUNTY: , !:=o DW za: LAB SAMPLE oz ANAL YSIS SAMPLE CONTAINER NUMBER NUMBER DATE TIME SAMPLE LOCATION Uo REQUESTED 1YPE TYPE :s 'C.:)~,1 ;RI-I- 2é' 1/27/1<1 I,' 2D ¿¡"" r' 0 T¡)If(f-A5 ~ f)í("H() /IT,xe j- 0;' L 8> .....,.::r /, ¡VorTJ· c r SAol' Cd/ '7 ~~: c¡ /Z "f!q" /,'SS- , I . . " \ , '- ì I I I / I ( , I I -.$ ç (Ç;- S ;/21;-/-30 "'-., '\¡ I I '-, . -3: S ~,C (,.,(2I-2-70 q1Z:J.0 2,'2S- l< 11 ,fe,,, C t:J '/ t ø y Sof- D;.$p. " .,' 1PII / ?A.ff- ~;("f("(.) /tTrrF I , ( I If IP (. U SS6,( 6-((£-{-3) C¡/n(1¿ 3:30 \ I . (, I. " \\ , I I , , ( , I I f I / , ", 'I I ~ SPECIAL INSTRUCTIONS: tt {-ê ();¡F 1/ /J)J/t' V' cf It-!e fA, ¡: J ,/ I ": POSSIBLE SAMPLE HAZARDS: / 1. Relinquished by: 7~-1/ ?D:::-c'---.-- 1. Relinquished by: 1. Relinquished by: '-'" I. I. .5 ..10/,--.. DatefTime: 112& 1'D Received by: DatefTime: Received by: DatefTime: Received by: ~Jc;-~\( . Datemme: Datemme: Datemme: ~0c ....~. "-("'.4;_ --' - í CCR (Rev 7190) WHITE: LABORATORY -, . ........ .. ~ PINK: JOB FILE YELLOW: SAMPLE TRIP <;> ." J I GROUNDWATER RESOURCES INC. I' A RESNA Company LAB DESTINATION: CHAIN OF CUSTODY RECORD PROJECT NUMBER: Î £U - Y P.O. NUMBER: 4 g g lf 6- \/'\[ '--Ill ./ . ¡ .' -- "\ I.' ,) SAMPLER(S): (Signature) /j::,' 1/ ...¡.-' (.'J : ~_J' '1), / ;.' -.-" ~ ../,/ "/,-,,, .-. .. , LAB SAMPLE NUMBER NUMBER DATE TIME _.5551 f',.- l í :. I.. I I' . - l) \.-' :":.~ - f-\ !Iil i '. ; t~· .;. .,33 t.: (¡ I)' r I ,~' ' -: ," - .) ! .':.' :.. ..) :5.36/ -.. i /.:,' - ,. ;.' . " \.. -' v - , S-..5(; Z- ( r, I ,,'\ - ... . ..; - ..- I· , -.:> I $'S'G3 "--¡. ~ ", / -/-. / () L¡ c~ r!-J- ", I I I -1,. , -'.... ', , s3ëí . " , - ..-. ¡ 10 'I S- /'.' ',.> :5S~,~ ~) - r i iÜ '- !.' '-- I j. ssU I.) I J t) i , f) rr -' ,'. - f ./) , SAMPLE LOCATION ..;ô~·\-!,·, :);(/C p.a((5'.F,o.;· SPECiAl INSTRUCTIONS: I 7 .-' \ ^ " r ¡) J.-: j CCR (Rev 7190) f \ ( I , 1 , \ I \ I f ' , J. N, t .~ ~ /V [) t· i 1..... HAl F r F , .' j, (¡:; ~ , , , , I , I , , , I }, I E t~ ,1- ! '.J . /11; l ! ~ "',' d r. ,,? 17, ~ ,-( ./ WHITE: LABORATORY ~ ',:, '~. .-' '( Received by: Received by: Received by: 'tJ . ~ " .\J ~ J " '\. Ï'I !_¡[)i"; zl- Oe: -UJ 1::(,) OUJ zcr Oz °0 PROJECT CONTACT: J<PI",j COUNTY: ANAL YSIS REQUESTED To,·I,., ';" ) "- {. t; t ~' '\; . .J' (' .5 (" I .' \ .:;: C 't'.~],. 2<i ;':' 7"-1" ( t ;'{' r(\ , . " "- , b ' . , ," 1'- "'\ ( '-U // / //' T J ) H ( [; A.f 't !J Ii'V l ) :..; : L \. ~ r~ \I \\ .. . I . , -f·7'....;:';.t ,-¡;~.¡:t, (f:-.. l.'\··\(-!.·t '\ '\0 5 +f / /-, i·.··' J é'/ LV II P.O Box 9383 Bakersfield, California .n Telephone: (805) 83;-7700 Tele-Fax: (805) 835-7717 D_ i I...) ""C ¡.;.;- v .. SAMPLE CONTAINER TYPE TYPE (' I'· .I (, , l L t' ,- .f f i \ I- I r I .)( I L. [; ( , ~; \ - ... .... - " . 5 ,(. . ( ::: , 1 ~ J / ¿.. , t'(' .J r, j' ¡; , ( :.'''' I..~· ./ I ". 10- ,,--- " Datemme: Datemme: Datemme: POSSIBLE SAMPLE H~R~:7i 1. Relinquished by:· 7~ ~~ 1. Relinquished by: Datemrne; 1. Relinquished by: Datemrne: PINK: JOB ALE YElLO'W: SAMPLE TRIP ~ /./. '.S..$ "'" ~ e e " ..~ APPENDIX B Laboratory Results e e SMC Laboratory Analytical Chemistry Client Name: Groundwater Resources, Inc. Address 5400 Aldrin Court Bakersfield, CA 93308 Attention Mr. Bob Becker Date samples received Date analysis completed: Date of report 09-28-90 10-03-90 10-03-90 Project Name: Kern County Project # 960-4 P.o. # 4930G RESULTS OF . ANALYSIS: # 3564 ID: GRI-1-20 ugm/gm MRL,ugm/gm Benzene ND 0.1 Toluene. 2.5 0.1 Ethylbenzene ND 0.1 p-Xylene 7.5 0.1 m-Xylene 7.1 0.1 o-Xylene 4.5 0.1 Isopropylbenzene ND 0.1 TPH (Gasoline) ND 1.0 TPH (Diesel) 7,000. 10. Method of Analysis for BTX/TPH (Gasoline): 3810/8020 (FID) Method of Analysis for TPH (Diesel): 3540/8020 (FID) MRL = Minimum Reporting Level TPH = Total Petroleum Hydrocarbons ugm/gm = micrograms per gram (ppm) ND = None Detected ~~ ;0 . Brian Th6mpso Laboratory Supervisor 3155 Pegasus Drive · Bakersfield, CA 93308 P.O. Box 80835 . Bakersfield, CA 93380 · . (805) 393·3597 FAX (805) 393·3623 e- . '..fi ; ~~ . RESULTS OF ANALYSIS: # 3565 ID: GRI-1-30 ugm/gm MRL,ugm/grn Benzene ND 0.1 Toluene ND 0.1 Ethylbenzene ND 0.1 p.,..Xylene ND 0.1 m-Xylene ND 0.1 a-Xylene ND 0.1 Isopropylbenzene ND 0.1 TPH (Gasoline) ND 1.0 TPH (Diesel) ND 10. # 3566 ID: GRI-2-20 ugm/gm MRL,ugm/gm Benzene ND 0.1 Toluene ND 0.1 Ethylbenzene ND 0.1 p-Xylene ND 0.1 m-Xylene ND 0.1 a-Xylene ND 0.1 Isopropylbenzene ND 0.1 TPH (Gasoline) ND 1.0 TPH (Diesel) ND 10. # 3567 ID: GRI-2-35 ugm/gm MRL,ugm/grn Benzene ND 0.1 Toluene ND 0.1 Ethylbenzene ND 0.1 p-Xylene ND 0.1 m-Xylene ND 0.1 a-Xylene ND 0.1 Isopropylbenzene ND 0.1 TPH (Gasoline) ND 1.0 TPH (Diesel) ND 10. ~~ Brian T mpson Laboratory Supervisor . S MC Laboratory Client Name: Groundwater Resources, Inc. Address 5400 Aldrin Court Bakersfield, CA 93313 Attention Mr. Bob Becker Date samples received 09-19-90 Date analysis completed: 09-21-90 Date of report 09-21-90 Project Name: Kern County Project * 960-4 P.o. # 4884G RESULTS OF ANALYSIS: # 3359-62 ID: PS Compo Benzene Toluene Ethylbenzene p-Xylene m-Xylene o-Xylene Isopropylbenzene TPH (Gasoline) TPH (Diesel) Oil be Grease ugm/gm ND ND ND ND ND ND ND ND· 280. 12,000. # 3363-66 ID: PN Compo Benzene Toluene Ethylbenzene p-Xylene m-Xylene o-Xylene Isopropylbenzene TPH (Gasoline) TPH (Diesel) Oil & Grease ugm/gm ND ND ND ND ND ND ND ND 320. 9,900. e'-' Analytical Chemistry MDL,ugm/gm 0.1 0.1 0.1 0.1 0.1 0.1 0.1 1.0 10. 20. MDL,ugm/gm 0.1 0.1 0.1 0.1 0.1 0.1 0.1 1.0 10. 20. Method of Analysis for BTX/TPH (Gasoline): 3810/8020(FID) Method of Analysis for TPH (Diesel): 3540/8020(FID) Method of Analysis for Oil & Grease: EPA 9071 MDL = Minimum Detection Level TPH = Total Petroleum Hydrocarbons ugm/gm = micrograms per gram (ppm) ND 7 None Detected B~~~ Laboratory Supervisor 3155 Pegasus Drive P.O. Box 80835 . . Bakersfield, CA 93308 Bakersfield, CA 93380 . . (805) 393-3597 FAX (805) 1393-3623 e~ 8M C Laboratory Client Name: Groundwater Resources, Inc. Address: 5400 Aldrin Court Bakersfield, CA 93313 \ \ I Date Samples Received 9-19-90 Date Analysis Completed: 9-20-90 Date of Report 9-20-90 Attn: Mr. Bob Becker P.o. =#: 4884 G Project :it 960-4 RESULTS OF ANALYSIS Sample :f: -11L 3359-62 COMP PS A-D 3363-66 COMP PN A-D Method of Analysis: 3050/7420 MDL = Minimum Detection Level ugm/gm = micrograms per gram ND = none detected ~~ Stan Comer Laboratory Director uqm/qm 13. 13. 3155 Pegasus Drive . Bakersfield, CA 93308 P.O. Box 80835 . Bakersfield, CA 93380 · e~ TOTAL LEAD Analytical Chemistry MDL,uqm/gm 1.0 1.0 · (805) 393-3597 FAX (805) 393·3623 ~. e-- 8M C Laboratory Analytical Chemistry Client Name: Groundwater Resources, Inc. Address: 5400 Aldrin Court Bakersfield, CA 93313 Date Samples Received 9-19-90 Date Analysis Completed: 9-26-90 Date of Report 9-26-90 Attn: Mr. Bob Becker P.O. # 4884 G Project :: 960-4 RESULTS OF ANALYSIS TOTAL CONTAMINANTS (STLC) (Title 22, ArticleII, California Administrative Code) Sample:: :3363-66 ID: PN A-D Constituents Antimony Arsenic Barium Beryllium Cadmium Chromium Cobalt Copper Lead Mercury Molybdenum Nickel Selenium Silver Thallium Vanadium Zinc Requlatory Criteria STLC TTLC ~ MRL, mq/L ND 6.7, 51. ND ND ND ND ND ND ND . ND ND 2.9 ND ND ND 13. 5.0 3.0 10 0.5 '0.5 2.0 2.0 2.0 3.0 0.2 20 2.0 1.0 1.0 5.0 10 2.0 500 500 10,000 75 100 2,500 8,000 2,500 1,000 20 3,500 2,000 100 500 700 2,400 5,000 15 5.0 100 0.75 1.0 560 80 25 5.0 0.2 350 20 1.0 5.0 7.0 24 250 Method of Analysis: Title 22, Article 66700 MRL = Minimum Reporting Level STLC = Soluble Threshold Limit Concentrations TTLC = Total Threshold Limit Concentrations mg/L = milligrams per liter ND = None Detected .&~.~ Stan Comer Laboratory Director 3155 Pegasus Drive P.O. Box 80835 . . Bakersfield, CA 93308 Bakersfield, CA 93380 . . (805) 393·3597 FAX (805) 393·3623 e . ¡, ~ APPENDIX C Sampling Protocol f\ "\ groundwater resources inc. ~ e e 5400 ALDRIN CT. BAKERSFIELD. CALIFORNIA 93313 General Engineering Contraccor Class NHaz License No. 520768 SAMPLING PROTOCOL MAILING ADDRESS: P.O. BOX 9383. BAKERSFIELD. CA 93389 LOS ANGELES (2 J 3) 724-3 J 47 r805) 835-7700 e e SAMPLING PROTOCOL ¡.. f~ TEST BORING PROCEDURES L Soil Sampling Protocol The following procedures are following during soil sampling operations utilizing the hollow stem auger drilling technique. A. Hollow Stem Auger 1. Soil borings drilled by the hollow stem auger utilize continuous flight hollow stem augers. 2. Augers, samplers and all downhole equipment are steam cleaned prior to use. In the field steam cleaning is done between borings to minimize the potential for cross-contamination. 3. A G.R.I. geologist observes the work, visually logs the soils, and collects samples at appropriate intervals. 4. The Unified Soils Classification System is utilized to classify soils encountered. Additional geological observations are noted as appropriate. 5. Soil samples destined for laboratory analysis are collected by a modified California Split Spoon. This sampler uses three, six inch long, by two and one-half inch diameter (o.d.) tubes. Various tubes can be utilized to accommodate the type of analysis necessary: Stainless Steel All organics and general analyses (not to be used for copper or zinc analysis) All organics and metals analyses for Steel copper and zinc (not to be used for chrome or nickel analyses) All metals analyses (not to be used for organics) Brass Plastic 6. The tubes are cleaned and prepared in the G.R.I. laboratory. Tubes are scrubbed, inside and outside, with a brush and TSP, rinsed, dryed, and packed in clean containers with seals. Tubes are delivered to the drilling site in these closed containers to preserve the state of cleanliness. 7. After the sample(s) have been removed from the sampler, the sampler is completely disassembled and scrubbed in TSP and tap water. It is then rinsed in clean tapwater and reassembled with three clean tubes. 8. Dirty tubes are field washed in TSP solution, rinsed with water, and reused. 9. The sampler is driven by a 140 pound hammer with a 30 inch free fall. Blow , counts are recorded as number of blows per inch of drive. 10. The sampler is driven 18 inches at each sampling interval. The first (or lowest) tube is generally retained as the sample for analysis. The other two tubes are retained for back-up or split samples. GROUNDWATER RESOURCES, INC. PAGE 1 e e SAMPLING PROTOCOL ¡. ; , TEST BORING PROCEDURES (continued) 11. A sand catcher is used in the sampler where loose soils are anticipated. This will prevent the soil from falling out of the sampler. 12. After retrieval, the sample is visually logged and immediately sealed with aluminum foil lined caps, labeled, and chilled. Clean ice chests and chemical ice ("blue ice") are used to keep the samples cold until delivered to the chemical laboratory. Teflon seals are also available for field samples. 13. Samples are delivered to the laboratory the same day they are taken, if physically possible. If the samples must be held until the next day, they are kept chilled in a secure location at the G.R.I. facility. 14. Sample control is maintained by a Chain of Custody form which accompanies the sample. The form documents the time, date, and responsible person during each step in the transportation process. MONITORING WELL SAMPLING PROTOCOL n. Groundwater Sampling A. All equipment that is used in a monitoring well for purging, sampling, or depth measurement is decontaminated by steam cleaning or a TSP wash and rinse procedure prior to use and before re-using when more than one sample is collected. B. Purge Volume Determination The following procedure is followed to determine the appropriate purging volume prior to well sampling. 1. The depth-to-water is measured by a clean, electric level indicator. Measurement datum is the top of well protector. 2. Depth to the bottom of the well is measured by a clean tape and plumb bob. If possible, this is compared to >the well construction log to determine inconsistencies, Le. damaged casing, sediment in casing, etc. 3. Water volume is calculated by using the total water depth and the inside diameter of the casing. . C. Well Purging and Sampling 1. Prior to sampling, a minimum of three to five well volumes are purged from each well to ensure that water sampled is representative of the groundwater within the formation. 2. Measurements of tH, conductivity and temperature are taken at frequent intervals during tlie purge. Stabilization of these values indicates that representati ve formation fluids are being removed from the well. GROUNDWATER RESOURCES, INC. PAGE 2 è- :; e e SAMPLING PROTOCOL MONITORING WELL SAMPLING PROTOCOL (continued) 3. In the event that the well is pumped dry, and alternate procedure will be . followed. Once a well is pumped dry, the water that enters the well during recovery is, by definition, representative fonnation water. The well will, therefore, be pumped dry and allowed to recover to 80% or more of the original water level. Purge water is pumped directly into barrels on site until the proper method of disposal is determined. Samples are pumped or poured from a bailer into sampling bottles prepared by a state certified laboratory contracted for the particular job and placed in refrigerated coolers for transport to the laboratory. Samples are delivered by courier, directly to the lab on the same day of sampling, whenever practical. If next day delivery is necessary, the samples are kept refrigerated at 4 degrees C overnight and delivered to the laboratory the following morning. Samples are accompanied by a Chain of Custody fonn which documents the time, date and responsible person during each step of the transportation process. 4. 5. 6. 7. 8. The G.R.I. coded sample numbering system allows identification of sample and client to G.R.I., while not revealing the client to anyone else. PAGE 3 GROUNDWATER RESOURCES, INC. e . b ;J APPENDIX D Health and Safety Plan r-\ c z. groundwater resources inc. ~ e e 5400 ALDRIN CT. BAKERSFIELD, CALIFORNIA 933' 3 General Engineering Contractor Class AIHaz License No. 520768 GROUNDWATER RESOURCES INC. (GRI) 5400 Aldrin Court Bakers field, California (805) 835-7700 HEALTH AND SAFETY PLAN A RESNA Company " MAILING ADDRESS: P.O. BOX 9383. BAKERSFIELD. CA 93389 1805) 835-7700 LOS ANGELES 12] 3) 724-3] 47 e e 1:..-- -I I..... HEALTH AND SAFETY PLAN 1.0 PURPOSE The purpose of this Plan is to assign responsibilities, establish personnel protection standards and mandatory safety procedures, and provide for contingencies that may arise while operations are being conducted at the site. 2.0 APPLICABILITY The provisions of the Plan are mandatory for allan-site Groundwater Resources Inc. (GRl) employees and.subconttactors engaged in hazardous material management activities including, but not limited to, initial site reconnaissance, preliminary field investigation, mobilization, project operations, and demobilization. Subcontractors shall provide a Health and Safety Plan for their employees covering any exposure to hazardous materials and shall complete all work in accordance with that plan. The sub- conttactor may choose to use the GR! Health and Safety Plan as a guide in developing its own plan or may chose to adopt GR!' s plan. In either case, the subconttactor shall hold GRI hannless from, . and indemnify it against, all liabilities in the case of any injury. GR! reserves the right to review and approve the subcontractor's plan at any time. Grossly inadequate Health and Safety practices on the part of the subconttactor or the belief that the subconttactor's personnel are or may be exposed to an immediate health hazard, shall be cause for GR! to suspend the subconttactors site work and ask the subcontractor's personnel to evacuate the hazard area. The subcontractor shall provide its own safety equipment in accordance with Health and Safety Plan requirements. The sub- conttactor shall comply with all regulations including OSHA 29 CFR 1910.134 (Respiratory Protection). 3.0 RESPONSmILITIES 3.1 Safety Coordinator The Safety Coordinator (SC) generally shall not be involved directly in onsite activities. However, the SC shall provide the following functions in support of the field activities: 1. Maintain an adequate inventory of equipment in good working order. 2. 3. Maintain all necessary files and records. Ensure that all monitoring equipment is calibrated on a regular basis and that the results are properly recorded and filed. Ensure monitoring equipment is operating correctly and provide for maintenance, if it is not. 4. 5. Be available for consultation by the Project Manager or Safety Officer. . PAGE 1 GROUNDWATER RESOURCES, INC. ·e e ..~... ~/ . HEAL TH AND SAFETY, PLAN 3.2 Project Manager The Project Manager(PM) shall direct on-site investigation operational efforts. At the site the PM, assisted by the Safety Officer (SO), shall have the primary responsibility for: 1. Ensuring that appropriate personal protective equipment is available and properly utilized by allan-site personnel. 2. Ensuring that personnel are aware of the provisions of this plan, are instructed in the work practices necessary to insure safety, and in planned procedures for dealing with emergencies. 3. Ensuring that personnel are aware of the potential hazards associated with on-site operations. 4. Monitoring the safety perfonnance of all personnel to ensure that the required work practices are employed. 5. COITecting any work practices or coqditions that may result in injury or exposure to hazardous substances. 3.3 Safety Officer The Safety Officer (SO) shall: 1. Implement project Health and Safety Plans, and report any deviations from the anticipated conditions described in the plan. 2. Ensure that all on-site personnel have a minimum of 24 hours safety . training. 3. Ensure that all monitoring equipment is recently calibrated. 4. Ensure monitoring equipment is operating correctly (report to Safety Coordinator if it is not.) 5. Be responsible for identifying all site personnel with special medical problems. 6. Preparing any accident/incident report. 7. Assume any other duties as directed by the PM. 3.4 Project Personnel Project personnel involved in on-site operations shall be responsible for: 1. Taking all reasonable precautions to prevent injury to themselves and to their fellow employees. Perfonning only those tasks that they believe can be done safely, 2. PAGE 2 GROUNDWATER RESOURCES, INC. " e e C__J ~ I'" HEAL TH AND SAFETY PLAN and immediately reporting any accidènts and'Dr unsafe conditions to the SO or. PM. 3. Implementing the procedures set forth in the Health and Safety Plan, and reporting any deviations from the procedures described in the Plan to the SO or PM for action. 4.0 BACKGROUND All personnel shall be knowledgeable concerning the following topics on a site specific basis including, but not limited to: Site History Prior Activity Suspected Hazards 5.0 EMERGENCY CONTACTS AND PROCEDURES 5.1 Contacts Should any situation or unplanned occurrence require outside or support services, the appropriate contact from the following list should be made: Agency Police Fire Ambulance Hospital Contact Person. Telephone 911 911 911 805/327-1792 Memorial Hospital Project Manager Safety Coordinator Safety Officer Client Contact Robert Becker Robert Becker Robert Becker Cheryl Sandifer 805/835-7700 805/835-7700 805/835-7700 213/932-6000 5.2 Procedures In the event that an emergency develops on site, the procedures described below are to be immediately followed. Emergency conditions are considered to exist if: Any of the project personnel are involved in an accident or experiences any adverse effects or- symptoms of exposure while on site; or A condition is discovered that suggests the existence of a situation more hazardous than anticipated. PAGE 3 GROUNDWATER RESOURCES, INC. .l_,~ j ~ e e . HEALTH AND SAFETY PLAN The following emergency procedures shall be followed: 1. Personnel onsite shall use the "buddy" system (pairs). Personnel shall pre-arrange hand signals or other means of emergency signals for communication in case of lack of radios or radio breakdown. The follo\ying hand signals are suggested: Hand gripping throat: out of air, can't breathe - Grip partner's wrist or place both hands around own waist: leave area immediately Hands on top of head: need assistance 2. Thumbs up: OK, I'm all right, I understand Thumbs down: No, negative The Safety Officer shall establish emergency evacuation routes and shall make all project personnel aware of these routes prior to the fIrst onsite activities. In the event of an emergency, selection of the escape route shall be based on the nature of the emergency and wind direction. 3. Visual contact shall be maintained between on-site personnel. Support personnel shall remain in close proximity in order to assist in case of emergencies. 4. In the event that any of the personnel experiences any adverse effects or symptoms of exposure while on site all personnel shall immediately halt work and act according to the instructions provided by the Safety Officer. 5. Wind indicators, visible to all on-site personnel, shall be provided by the Safety Officer to indicate possible routes for upwind escape. The discovery of any condition that would suggest the existence of a situation more hazardous than anticipated shall result in the evacuation of the on-site personnel and re-evaluation of the hazard and the level of protection required. In the event that an accident occurs, the SO shall complete an Accident Report Fonn for submittal to the Safety Coordinator (SC). The SC shall initiate action to correct the situation that caused the accident. 6. 7. PAGE 4 GROUNDWATER RESOURCES, INC. e e .,¡,. '~Õl HEALTH AND SAFETY PLAN 6.0 HAZARD CHARACTERISTICS, MONITORING METHODS AND PROTEC- TION REQUIRED All personnel shall be knowledgeable concerning the following topics on a site. specific basis including, but not limited to: Exposure Limits Recognizable Characteristics Symptoms of Overexposure Potential Chronic Effects First Aid Treatment . Monitoring Methods Action Levels Protection Measures 7.0 STANDARD SAFE WORK PRACTICES 7.1 General 1. Eating, drinking, chewing gum Of tobacco, and smoking shall be prohibited in the contaminated or potentially contaminated area or where the possibility for the transfer of contamination exists. 2. Avoid contact with potentially contaminated substances. Do not walk through puddles, pools, mud, etc. A void, whenever possible, kneeling on the ground, leaning or sitting on equipment or ground. Do not place monitoring equipment on potentially contaminated surface (Le., ground, etc.). 3. All field personnel shall make use of all their senses to alert them to potentially dangerous situations which they should avoid (Le. presence of strong, irritating or nauseating odors). 4. Prevent spillages to the extent possible. In the event that a spillage occurs, contain liquid immediately. 5. Prevent splashing of the contaminated materials. 6. Field personnel shall be familiar with the physical characteristics of the investigation site, including: Wind direction Accessibility to associates, equipment, vehicles Communications Hot zone (areas of known or suspected contamination) Site access Nearest clean water sources PAGE 5 GROUNDWATER RESOURCES, INC. e e ~' ç~ '='~ HEALTH AND SAFETY PLAN 7. The number of personnel and equipment in the contaminated area shall be minimized, but only to the extent consistent with workforce requirements of safe site operations. 8. All wastes generated during on-site activities shall be disposed of in accordance with all applicable laws and regulations. 7.2 Excavation and Well Installation Practices For all excavation and well installation activities, the following standard safety procedures shall be employed: 1. All equipment shall be cleaned before proceeding to site, and after the excavation and/or well installation has been completed. 2. Only the minimum number of personnel necessary to achieve the objectives shall be within 25 feet of the excavation and/or drilling activity. 3. If the emergency and backup subcontracted personnel are at the site, they shall remain 25 feet from the excavation and/or drilling activity, where practical. 4. Exclusion zones shall be established with designated hot lines. Delineation of a hot line shall reflect the interface between areas at and below a predetennined threshold contaminant concentration based on available data. This detennination shall be made by the Safety Officer. 5. All unauthorized personnel shall remain outside exclusion zones at all times. 8.0 SITE SAFETY PLAN The personnel on site will be equipped with a draeger P A-80 air pack, gastech D-ll vapor testor or an equivalent, a photoionization meter, fIre extinguishers and any additionally required equipment for health and safety considerations. .................. PAGE 6 GROUNDWATER RESOURCES, INC. e e .. r\ groundwater resources inc. .,-v ./Genera" Engineering Contractor 'p~~~1e No 520768 . 'ù ~1. ~\\~ ~\)~ ~"'/ '. .,,- 'f 5400 ALDRIN CT. BAKERSRELD, CALIFORNIA 93313 . .' , August 22, 1990 . . Mr. Michael Driggs Kern County Environmental Health 2700 M Street Bakersfield, CA 93301 RE: Carnation (Favorite Foods) 201 Union Avenue Bakersfield, California Dear Mr. Driggs: This letter will serve to notify you that Groundwater Resources Inc. (GRI ), a RESNA Company, has been retained to represent Carnation (Favorite Foods) in conjunction with the work to be performed at the above referenced property. A Work Plan, detailing our proposed scope of work, will be submitted for your approval within ten (10) working days. If you should have any questions, please feel free to contact me at 805/835-7700. Very truly yours, GROUNDWATER R~SO~~S INC. \\ C:\ \~ ~ \~.5L'--"'- '-."-L '-\ 'f\' d~ "-'-C:\ \\., ':, ~ Beverly J. to~~- , Project Coordinator BJL:tdc:080.let cc: Cheryl Sandifer--Carnation MAILING ADDRESS: P.O. BOX 9383. BAKERSF/ÈLD. CA 93389 LOS ANGELES (213) 724-3147 (805) 835-7700 e e t f\ groundwater resources inc. WIJV CARNATION (FAVORITE FOODS) 201 Union Avenue Bakersfield, California SITE ASSESSMENT WORK PLAN August 30, 1990 MAILING ADDRESS: P.O. BOX 9383, BAKERSFIELD, CA 93389 LOS ANGELES (2 J 3) 724-3 J 47 5400 ALDRIN CT. BAKERSFIELD. CALIFORNIA 93313 General Engineering Contractor Class A/Haz License No. 520768 1ß910117<1Ü'À ~(o ~ .I?.?.\. ~ ~.\ ", ð\ :J SEP 199Q ~ \ I [n-"I ~ RECt\~ lU j) ~ '\.t 6'~ /1 ~ 19~ ,".{lr... . <?9~9.ë.'V1.,~~ (805) 835-7700 e e ,~ ,r -r-\ groundwater resources inc. WJV 5400 ALDRIN CT. BAKERSFIELD, CALIFORNIA 933 J 3 General Engineering Contractor Class NHaz License No, 520768 August 30, 1990 Mr. Michael Driggs County of Kern . Department of Environmental Health Services 2700 "M" Street, Suite 300 Bakersfield, California 93301 RE: Site Assessment Work Plan Carnation (Favorite Foods) 201 Union Avenue Bakersfield, CA. Dear Mr. Driggs, 1.0 INTRODUCTION Carnation, Inc. has retained Groundwater Resources Inc. (ORI), a RESNA Company, to prepare and submit a Site Assessment workplan for 201 Union Avenue in Bakersfield, California (see Plate 1). Two borings are proposed to investigate the vertical and lateral extent of the hydrocarbon plume below the dispenser island. On-site aeration of existing contaminated soil piles is proposed. 2.0 BACKGROUND In October of 1987 five underground fuel storage tanks were removed from the above mentioned site (see Plate 2). These included a 3000 gallon fuel oil and diesel tank, a 7500 gallon gasoline tank, a 1000 gallon new oil tank, a 1000 gallon waste oil tank, and a 7500 gallon diesel tank. Evidence of the removal of a former fuel tank was also uncovered and was identified as a phantom tank in previous reports. Soil samples for the preliminary site assessment were collected, as required, from beneath each tank, and the dispenser island (test holes #1-#17, see Plate 3A-3D). The preliminary site assessment report dated November 2, 1987 was prepared and submitted by William H. Park and Associates (W.H.P.). The analytical results showed hydrocarbon contamination at the fuel oil and diesel tank, at the' new oil tank, and at the dispenser island. The other tanks showed no appreciable contamination and no further assessment was needed at those locations. On November 12th and 13th, 1987 a site characterization study was performed by W.H.P on the west end of the new oil tank and below the dispenser island (see Plate 4). A total of six test holes (A, AI, B, C, D, and E) were drilled, three test holes at each area, and samples were analyzed for the proper hydrocarbon constituents. Test hole C, drilled at the dispenser island, detected contamination between 10 and 20 feet, with a high of 37,445.96 ppm TPH(diesel) at 15 feet. The other two holes drilled at the dispenser island showed only minor hydrocarbon constituents. All three test holes located near the new oil tank showed oil and grease contamination, with a high of nearly 100,000 ppm at 20 feet in test hole B. These test holes defined the hydrocarbon plume vertically and laterally and W .H.P. estimated the volume of the plume was about 110 cubic yards of soil. On January 28, 1988 W.H.P. drilled four additional test holes MAILING ADDRESS: P.O. BOX 9383. BAKERSFIELD. CA 93389 LOS ANGELES (213) 724-3147 (805) 835-7700 Mr. Michael Driggs e " De~artment of Environmental Health Services 1 August 30, 1990 Page Two e (F,a,H,I).to see if the hydrocarbon plume extended beneath the shop building west of the dispenser island (see Plate 4). Analytical results for test hole F showed 3,696.5 ppm TPH diesel and 7,072.99 ppm TPH gasoline at 5 feet. Test hole G showed only gasoline contamination of 5,209.76 ppm at 5 feet. This contamination did not extend past 10 feet and appeared to be not very extensive (see Plate 5 for cross-section of hydrocarbon plume). In their report dated March 30, 1988, W.H.P recommended that the hydrocarbon contaminants near the island dispenser and under the shop building be left in place since it is composed of heavy end hydrocarbons and should not be a threat to the groundwater (estimated to be 200 feet below the surface) or to the public. The other alternative suggested, is to excavate the vadose plumes, but any excavation work would jeopordize the structural integrity of the shop building. Excavated soil from previous work is stockpiled on-site and the volume is estimated to be 65 to 70 cubic yards. Laboratory results are included as Appendix A and are shown in Tables I and IT on the next two pages. 3.0 PROPOSED BORINGS Groundwater Resources Inc. recommends that the site be further assessed by drilling two soil borings (see Plate 4). The fIrst boring (B-1) will be diagonally drilled penetrating the hea..Tt of the plume beneath the former dispenser island. This boring will give us cwrent data on the level of hydrocarbon contamination and will confIrm the vertical and lateral extent of the hydrocarbon constituent plume. The second boring (B-2) will be southeast of the former dispenser island to defIne the lateral and vertical extent of the hydrocarbon plume in that direction. ' Estimated true vertical depth of these borings will be 40 feet The borings will be advanced a minimum of ten feet beyond the contaminant plume, as determined by fIeld screening methods. Each boring will be destroyed or completed as described in paragraph 5.3. 4.0 GEOLOGY AND HYDROLOGY The site is located on Quaternary alluvial fan deposits from the Kern River in the San Joaquin Valley. A thick sequence of Tertiary and Quaternary continental deposits overlie older pre-Tertiary igneous and metamorphic rocks in this area. These alluvial fan deposits consist of fIne sands, gravel and silts in this area. Previous borings at this site have encountered mainly grayish brown, fme to medium grained sand interbedded with sandy silts. These sediments are unconsolidated and poorly sorted. According to the Kern County Water Agency Map "Depth to Groundwater", Spring 1990, the groundwater in the area is at a depth of 165 to 170 feet below the surface. In this phase of the investigation the groundwater is not expected to be encountered. 5.0 PROCEDURES 5.1 Soil Borings QMQC will be achieved during site assessment and sampling operations through the following site-specifIc procedures and those generally prescribed in the GR! Sampling Protocol presented in Appendix B. Soil samples will be collected through 8-inch diameter hollow-stemmed augers using a California Split-Spoon Sampler. Samples will be taken at five-foot depth intervals, and at signifIcant lithologic changes. An HNU photoionization meter will be used to make fIeld detenninations of the levels of hydrocarbon concentrations. During the boring operations, a GRI . ¡r"V£L OIL AA/O PllSa rANK ÞI£5£L ~ A/ /'( P#AAlro.M rAN K. 6,qSCJ¿JAI£ TANK NEW C)/L T4N.I< WASTE OIL 72JIJK P/ëO"Vt:. r . /./NéS NEIYV a/¿ /,lqAlK PISPE:NS£¡( /.$LA,I.I" VNO£R ,cv.6'L a/L. AlVa £)/ES£L.. rANK PRO¿)I/CT -VNES TABLE I ?;£Sr HOL£ CoNTAfrI/NA7/oN Source:. W.H.Parks & Assoc. ... ".fI' u. 0. OIL TEST '£PTH ToP. H. T-P-H. ANO HOLE /N (PIESEL) VvASOLIN£ ) ß.7:X. -r: o· Y. "T: V. /I. LEAD Gi<EAS£ I3£NZ£N£ ÆeT· I z 8Z3.?o of,.. ~ '-....... ~ ~.S7 I, 854 {. . ~ .............. ~ S.38 54 Z Z. ~ ............... I............ -4.0Z 5~ " ~ ~ ~ (Z.50 47 3 Z. --........ .............. I.............. I............... ""i--... 6 ............... ............... ~ ~ ~ 4 Z /65.67 ............... ............... ~ ~ ~ 6 ~ ............... ~ ~ .............. 5 z ~~ '-..... '-..... ~ '-..... ............. '-..... 6- ~~ ~ /"" ~ ~ ~ ............... 6 Z /~.4" ..............~ ,............ .............~ ~ I.............. 6 ./" ~ ~ ~ ~ ~ 7 e. ~ ~ ~~ ~ ~ 6 ~ ............... ............... /'" .............. ............... ~ G ~ .............. ............. .#/A ............. <:2.50 ?4 879 ~ 8 ~ ~ ~ ~ IV/A .............. 4.33 94. 14 z. ~ !) Z ~ '-..... .............. C.zo .............. <2.50 <Zo ~ 6. ~ .............. ~ (20 .............. <Z.50 4Z ............... 2. ~ .............. ~ <zo .~. ~z.So <:20 ~ 10 6' ~ ............. .............. (ZO ............... ~Z.50 Z09 ~ II Z ~%5~.O3 I~ ............... Ì'---.. 3.33 18,825 1..1/3 6 IU,..~o ............... ............... ............... 3.51 89 tZ z ............... ./" ............... ~ ./" ............... ............... 6 ./" ............... ............... /'" .............. ............... ............... /3 z ~ ............... ............... ,AJ/A ............... <Z.$O <z.o ............ b ~ ............... ............... IV/A ............... <2.50 <20 --.......... /4 2- 34,ß91. ZI --.......... ~ 7¡~58. 21 ............... ~~ ~ 1'-...... '5¿¡B.31 " 300t.5.n /............... I, 361J.42 ............... /'" ............... ~ .............. 19l b{. 15 b ~ .~ ~ < Z.sO .(20 /6 5 ~ ~ ~ Z.68 <zo /7 5 ~ ~ ~ .( Z.C50 <z.o , , ; "" '* - BLANK :5P,tlC£ DEVOTES ",NONE PET£cre.p" ABovE" MINIMuM REPORT/N(; Lév£LS. n < - Þ~Nor£s "L£SS Th'AN. ** I~I f><1 CONTAM/NAr/ON F/c,PR£$ AR£ IN P4Rr~ PER MILLION. :SLASh' Pé,NOr.£s Nor REQUE:5T£O. _ ,4N4t.V$£~ /ZE~t/£STCo ßI/r Nor ¡PEFO~"""£D BY B.C. LABS. e e .~ or - "" ~F 1 TABLE II ANALYTICAL RESULTS FROM SITE CHARACfERIZA TION BORINGS SOn.. TPH (D) TPH (G) O&G B T X E LEAD TOX SAMPLE # TH A-IS' N/A N/A 66703 N/A N/A N/A N/A 10.5 N/A TH A-20' N/A N/A 99528 N/A N/A N/A N/A 6.67 N/A TH A-25' N/A N/A 373 N/A N/A N/A N/A 4.41 N/A TH Al@ IS' N/A N/A 72582 N/A N/A N/A N/A 10.9 <20 TH Al@20' N/A N/A 7967 N/A N/A N/A N/A 12.5 <20 TH Al@25' N/A N/A 528 N/A N/A N/A N/A 10.7 <20 TII B-15' N/A N/A 79328 N/A N/A N/A N/A 8.82 N/A TII B- 20' N/A N/A 108317 N/A N/A N/A N/A 9.26 N/A TH B-25' N/A N/A 173 N/A N/A N/A N/A 5.50 N/A C-10' 7115.21 N/A N/A 3.68 3.97 2.4 1.42 N/A N/A C-15' 37445.96 N/A N/A 10.37 9.49 1.89 10.44 N/A N/A C-20' 134.71 N/A N/A ND ND ND ND N/A N/A C-25' ND N/A N/A ND ND ND ND N/A N/A C-30' ND N/A N/A ND ND ND ND N/A N/A D-15' 34.18 N/A N/A ND ND ND ND N/A N/A D-20' ND N/A N/A ND ND ND ND N/A N/A D-25' ND N/A N/A ND ND ND ND N/A N/A E-15' ND N/A N/A ND ND ND ND N/A N/A E-20' ND N/A N/A ND ND ND ND N/A N/A E-25' ND N/A N/A ND ND ND ND N/A N/A TH F @ 5' 3696.5 7072.99 N/A 26.39 109.45 914.05 ND N/A N/A THF@10' 34.10 N/A N/A ND ND ND ND N/A N/A TH F@ 15' ND N/A N/A ND ND ND 'ND N/A N/A TH F@20' ND N/A N/A ND ND ND ND N/A N/A TH F@25' ND N/A N/A ND ND ND ND N/A N/A TH G@ 5' ND 5209.76 N/A 1.56 23.83 268.89 ND N/A N/A TH G@lO' ND N/A N/A ND ND ND ND N/A N/A TII G@15' ND N/A N/A ND ND ND ND N/A N/A TIlH@ 5' ND N/A N/A ND ND ND ND N/A N/A TII H@ 10' ND N/A N/A ND ND ND ND N/A N/A TII H@15' ND N/A N/A ND ND ND ND N/A N/A TH I@ 5' ND N/A N/A ND ND ND ND N/A N/A . TH I@lO' ND N/A N/A ND ND ND ND N/A N/A TII I@ 15' ND N/A N/A ND ND ND ND N/A N/A ALL VALUES IN PARTS PER MilLION (pPM) TPH = TOTAL PETROLEUM HYDROCARBONS D = DIESEL G = GASOLINE O&G = OIL AND GREASE B = BENZENE T = TOLUENE X = TOTAL XYLENES E = ETHYL BENZENE TOX = TOTAL ORGANIC HALIDES ND = NONE DETEC1ED N/A = NOT APPLICABLE (NOT TESTED) SOURCE: W.H. PARK & ASSOCIATES '- ~ Mr. Michael Driggs e f t,.. D~partment of Environmental Health Services August 30, 1990 Page Three e geologist will describe and log the samples and seal them in brass core-sleeves with teflon-lined plastic caps. They will be labeled and chilled immediately and then transported at four degrees celsius under a chain of custody document to a state certified laboratory (BC Laboratories or SMC Laboratory) for analysis. Samples for analysis will be selected by the geologist performing the site characterization. The intent in selecting samples will be to pick those which best represent a cross-section of the hydrocarbon plume based on the infonnation obtained while drilling, including lithology and Pill readings. Samples will be selected to show the maximum hydrocarbon concentrations and, if possible, the terminus of the hydrocarbon plume. It has been ORI's experience that a sample selected every ten to fûteen feet will give a representative cross-section of the plume in the most cost effective manner. The frequency of sample selection can only be determined after all field data has been examined. All samples selected for analysis will be analyzed for Benzene, Toluene, Xylenes, and Ethylbenzene (BTX&E) and TPH (di,esel and gasoline) by the method recommended by the California Department of Health Services. 5.3 Aeration All contaminated drill cuttings will be covered on site with plastic sheeting until laboratory results are complete. ORI proposes to remediate this soil along with the existing 65 to 70 cubic yards of contaminated soil on site by aeration. Composite samples, consisting of 4 soil samples, will be collected for eve:ry 50 cubic yards of contaminated soil stockpiled and will be analyzed for TPH (diesel and gasoline), BTXE, oil and grease and total lead. These samples will be sealed, labeled, and put in an ice chest for transportation to a certified laboratory under a chain of custody document. After receiving the analytical results, the amount of soil that can be spread and aerated ip a day will be determined by following the Regulation 8, Organic Compounds, Rule 40, "Aeration of Contaminated Soil and Removal of Underground Storage Tanks" guidelines set by Kern County. A certain volume of this aerated soil can be turned daily to facilitate the volatilization process. There is room on the back . portion of the property to spread this soil (Plate 2). A ORI geologist will field screen the soil to determine when the hydrocarbon constituents are reduced enough to take confirmation samples. These confmnation samples w:ill consist of a composites of four samples taken for every 50 cubic yards of contaminated soil. Theœ composites will be taken a minimum of six inches below the surface and analyzed for the same hydrocarbon constituents as previously done to the soil piles before aeration. Mter receiving the analytical results and the reduction in hydrocarbon constituents is confmned, the soil can be disposed of as: a non hazardous material. If aeration alone has not reduced the hydrocarbon constituents to below action levels then a bioremediation alternative will be developed and submitted to the county for approval. 5.3 Vadose "Monitoring Well Completion If contamination is encountered during the drilling process, the soil borings will be converted to vadose monitoring wells. These vadose monitoring wells will be an integral part of the remediation phase of the project. The vadose well will be completed by opening the hole with lO-inch diameter hollow stem augers and installing schedule 40 PVC casing. The appropiate screened intervals will be determined by the geologist in the field. A filter pack will be emplaced around the casing by putting #2112 sand through the augers and around the PVC casing as the augers are removed. The anular space between the PVC casing and the open hole will be filled to a minimum of 2 feet above the screened interval. A Iwo foot bentonite seal will be tremied on top of the filter pack, followed by neat cement to within 2 feet of the surface. A locking well cap will be put on the top of the PVC casing and a traffic rated steel flush mount box will be placed over the casing about 1- inch above the surface. A concrete mix will be put around the traffic box to secure it and the surface sloped away from the well to prevent runoff from entering the well. See Plate 6 for a vadose well diagram. If the boring does not encounter contamination, the hole will be backfilled with compacted cuttings up to five feet from the surface and then plugged with an approved sealant material according to Kern County Environmental Health Services UT-50 guidelines. e Mr. Michael Driggs . ;'. DePartment of Environmental Health Services August 30, 1990 Page Four e 6.0 HEALTH AND SAFETY CONSIDERATIONS Volatile hYdrocarbons are the identified hllZardous substances at the project locarion. The more volatile components, especiaJIy benzene, POse the greatest health hazard. The quantity of Volatiles liberated into the air during the driUing Process is problematical, but probably will be less than that found in the soil. Under these conditions, personnel will wOtk under "Class D" protection. If odors and elevated PID readings are noted, APR' s will be donned and OJerations suspended until site safety is eValuated. Colorimeter tubes can be used to detennine the concentrations of specific contaminants in the air (see Health and Safety Plan, Appendix C). AI1 GRI employees have recieved the Health and Safety training required by OSHA for hBzardous waste site OJerations (29 CFR 1910.120). While conducting the borings, personnel will be equiPPed with a photoionization detector and LEI-'oxygen IDeter to monitor for organic vapor,¡ and combustible gases. Personnel are also issued air-Purifying respirators (APR) with organic vapor canisters which can be cIDnned if conditions w8Irant One self-contained breathing apparatus (SCBA) is also available on loCation. 7.0 REPORT After Completion of the site characterization work, a report of the findings, conclusions and rec_nelations for further asseSSIDent or for reD1ediation wiU be sublDitted to the Kern County DePat1nJent of Environmental Health Safety. Respectfµlly Submitted, GROUNDWATER RESOURCES, INC. é:¡¿kd tl Raben J. Beeker Project GeolOgist RJB:tab:znacse ~J7~ Rex J. Young State Registered GeolOgist #720 ATTACHMENTS: cc: Cheryl Sandifer - Carnation, Inc. Plate 1 Plate 2 Plate 3A-3D Plate 4 Plate 5 Plate 6 Location Map Plot Plan Test Hole Locations Additional Test Holes Cross-Section C-C' Vadose Well Diagrazn Appendix A Laboratory Results Appendix B Sampling Protocol Appendix C Health & Safety Plan '" A RESNA Company CHAIN OF CUSTODY RECORD P.o Box 9383 Bakersfield, California . Telephone: (805) 835-7700 Tele-Fax: (805) 835-7717 . GROUNDWATER RESOURCES INC. II LAB DESTINATION: PROJECT NUMBER: C¡~tJ-L/ <$/vfé ¿/its P.O. NUMBER: çy 0 (; 6- zl- PROJECT CONTACT: Bt1h R Pék r"v- O~ kf yrJ SAMPLER(S): (Signature) 7wíJ íJÞ~ -w COUNTY: !::u QW za:: lAB SAMPLE Oz ANAL YSIS SAMPLE CONTAINER NUMBER NUMBER DATE TIME SAMPLE LOCATION uo REQUESTED TYPE TYPE tlt"86 C.-NNW 12-ZtJ .Jf't. ').~20 Nò rTh S'f'cl-ioh TPHID/t>JP( ) EïYG If-\ S;¿!;L l?r4sr , - 1\ (- N rJE Z' 7S' I I ().i '- r- 6- ¡¿("qfe \-\ (-tJÇ[ 2 . 30 I ~ ( ; re /. 1--\ {.- tJ<vJ 7: )( I / ( () y." f v I L/,(R'1 (-( NW /7. - 7 ;;-10 2 : Llo Ç' f) VI f1... (p [{ ; f/>"\ ÎPH('rf'feC' RTXi= Ä ( IJ )' ) I?ra~/ I L-Ç(,µ I ., \ I' 7. : l/( (),L 'f (,.r/'¿::.s<- II ( - (, WE 7- ;ÇD .k. / .A (-(ÇE I i:5T , I (r YVVlf ()) / . ~ J SPECIAL INSTRUCTIONS: U5~ DrlS CU2jJ rvv-eJ ~ n~ I , {ðVvo{Ì 0 ~ of c J a ~ ~ tv,vl / . ¡/ POSSIBLE SAMPLE HAZARDS: 1. Relinquished by: z.J-r.-.7 J ))J-- , ¡/ 1. Re1inquished by: 1. Relinquished by: J:t¡.s'" Received by: Received by: Received by: Datemme: I,,) - :;J 0 - ¡o /..:>.::!- y >- Datemme: Dateffime: DatelTime: IZ-2t1-q~ DatelTime: DatelTime: CCR (Rev 7190) WHITE: lABORATORY PINK: JOB FILE YB..LOW: SAMPLE TRIP e " SM.C Laboratory Client Name: Groundwater Resources Inc. Address : 1500 South Union Avenue Bakersfield, CA 93307 Attention Mr. Bob Becker Date samples received 12-20-90 Date analysis completed: 12-27-90 Date of report 12-27-90 Project Name: Kern County Project # 960-4 P.O.# RESULTS OF ANALYSIS: # 4686 ID: C-(NNW,NNE ugm/gm (composite) NSE,NSW) Benzene ND Toluene ND Ethylbenzene ND p-Xylene' ND m-Xylene ND o-Xylene ND Isopropylbenzene ND TPH (Diesel) 160. Oil & Grease 10000. Method of Analysis for BTX Method of Analysis for TPH (Diesel) Method of Analysis for Oil & Grease MDL = Minimum Detection Level TPH = Total Petroleum Hydrocarbons ugm/gm = micrograms per gram (ppm) ND = None Detected ~~ Stan Comer Analytical Chemist 3155 Pegasus Drive P.O. Box 80835 . · Bakersfield, CA 93308 Bakersfield, CA 93380 . e Analytical Chemistry 5406-G MDL,ugm/gm 0.0050 0.0050 0.0050 0.0050 0.0050 0.0050 0.0050 10. 20. 3810/8020 (FID) 3540/8020 (FID) EPA 9071 · (805) 393-3597 FAX (805) 393-3623 e ~ RESULTS OF ANALYSIS: ID: C-(SNW,SSW SNE, SSE,) # 4687 (composite) Benzene Toluene Ethylbenzene p-Xylene m-Xylene a-Xylene Isopropylbenzene TPH (Diesel) Oil & Grease ~~ Stan Comer Analytical Chemist ugm/grn 0.0072 ND ND ND ND ND ND 190. 11000. e MDL,ugrn/grn 0.0050 0.0050 0.0050 0.0050 0.0050 0.0050 0.0050 10. 20. GROUNDWATER RESOURCES INC. A RESNA Company LAB DESTINATION: .. \ ~ J ~; J F ~ '-- "\ ;,' " SAMPLER(S): (Signature) LAB NUMBER _$557 .55~ð ~~61 SAMPLE . NUMBER <.. - Ji; ! ' ,-, - " !..' - , , " "5.-'5(;, Z- ,) _ i) $'5'63 :š: 36cf r; rJ - 6; .., - ;- ,..... . y 556) SS~ ß _ ~ ¡' - ',j ¡ I' . "- J ,'. ~ J.) SPECIAL INSTRUCTIONS: POSSIBLE SAMPL~ H~RDß: 1. Relinquished by: rv4U~ 1. Relinquished by: 1. Relinquished by: P.O. NUMBER: PROJECT NUMBER: CHAIN OF CUSTODY RECORD .' ¡ ."?; /' ._ ...-'./.r __.._ DATE TIME I !.:/-¡ J( - ., !! . , - - { /i c ...J I ë , If.' ... ~ / - - - ;, ¡/IÎf7.( /:.' J .. .... . 0 ") i I ! () l (j r: . .~/ ~ .' , ~L--- CCR (Rev 7190) :...¡c' ~- !, ,> ,)<; "/ bO Y LI g g If G- ~ SAMPLE LOCATION é' l 1').' ( '. \ ) ,"; to' J \). ; \ I ; , . : , I I ; I f ,"--.' r: , " , . IV"-" r j 1-" µ :,' F I! l : I , I I I I, I I ( t ;# r j.. /í I), E ,. ,tf z}- OQ.. -w CO QW za: Oz °0 't; . ~ .v \) ~, .... " . PROJECT CONTACT: . J/". ) } ". '. COUNTY: ANAL YSIS REQUESTED T!:: f: (.. f. ; 'r t) "):,, ¡ ) ._.., '¡- --)rC"--{".'" T···¡..'\t i . , ,.. D ... '" ;~.I I" -, t ... P.O Box 9383 BakersfIeld, Ca\\tomia· · Telephone: (805) 835-7700 , Tele-Fax: (805) 835-7717 ¡'.i r.. . :.... :,;_) t-.-> ~.: I-~ I,.. " , \ , ') I.. :'f" r1\ / / r / ..,.. Ii / ,.... I·· '. \ .' )) r-¡ ( , .....) . J i{' ). 'c· ¡ } ._' _ \¡ r\ " \\ """'Î'~'·\;'. ¡ .- i:~ (I': _ \ If ",.. . I ¡.¡ ,"¡., J L - ( \., "~' \ ./ / ..- (/ .' SAMPLE TYPE , - L \ I , ¡ ¡ ';1: .. ;1 ." {A ....(. . I ,'t . v...· :. rÍ I'... ,/ ,_, "I , t: " I_ r I-; ,:' f h ,(1.-1 I (;.-' ~ ; 1 .Jl ¡,..' ) , rr .J ", ::...- c,; .f,':,. )lr"'¡'" "-.,( DateITIme: DateITIme: WHITE: LABORATORY ~ ~ Received by: Received by: Received by: /, W~ / DatelTime: Datemme: Datemme: CONTAINER TYPE (\- "......' .-.. ~ - , ; , ì r i L' . ¡ \ . ð /./. '.$.,$ ~ ,.,.., PINK: JOB FILE YELUM': SAMPLE TRIP -- ... SM.C Laboratory Client Name: Groundwater Resources, Inc. Address 5400 Aldrin Court Bakersfield, CA 93313 Attention Mr. Bob Becker Date samples received 09-19-90 Date analysis completed: 09-21-90 Date of report 09-21-90 Project Name: Kern County Project # 960-4 P.o. # 4884G RESULTS OF ANALYSIS: # 3359-62 ID: PS Compo Benzene Toluene Ethylbenzene p-Xylene m-Xylene o-Xylene Isopropylbenzene TPH (Gasoline) TPH (Diesel) Oil & Grease # 3363-66 ID: PN Compo Benzene Toluene Ethylbenzene p-Xylene m-Xylene o-Xylene Isopropylbenzene TPH (Gasoline) TPH (Diesel) Oil & Grease ugm/gm ND ND ND ND ND ND ND ND 280. 12,000. ugm/gm ND ND ND ND ND ND ND ND 320. 9,900. e Analytical Chemistry MDL,ugm/gm 0.1 0.1 0.1 0.1 0.1 0.1 0.1 1. O. 10. 20. MDL,ugm/gm 0.1 0.1 0.1 0.1 0.1 0.1 0.1 1.0 10. 20. Method of Analysis for BTX/TPH (Gasoline): 3810/8020(FID) Method of Analysis for TPH (Diesel): 3540/8020(FID) Method of Analysis for Oil & Grease: EPA 9071 MDL = Minimum Detection Level TPH = Total Petroleum Hydrocarbons ugm/gm = micrograms per gram (ppm) ND = None Detected' ~';Y2 ~ Brian M~~ Laboratory Supervisor 3155 Pegasus Drive P.O. Box 80835 · . Bakersfield, CA 93308 Bakersfield, CA 93380 . . (805) 393-3597 FAX (805) 393-3623 e ... SMC Laboratory Client Name: Groundwater Resources, Inc. Address: 5400 Aldrin Court Bakersfield, CA 93313 Date Samples Received 9-19-90 Date Analysis Completed: 9-20-90 Date of Report 9-20-90 Attn: Mr. Bob Becker P.o. # 4884 G Project # 960-4 RESULTS OF ANALYSIS Sample # ID 3359-62 COMP PS A-D 3363-66 COMP PN A-D Method of Analysis: 3050/7420 MDL = Minimum Detection Level ugm/gm = micrograms per gram ND = none detected ,~~ Stan Comer Laboratory Director 3155 Pegasus Drive P.O. Box 80835 . uqm/qm 13. 13. . Bakersfield, CA 93308 Bakersfield, CA 93380 . e Analytical Chemistry TOTAL LEAD MDL,uqm/gm 1.0 1.0 . (805) 393-3597 FAX (805) 393·3623 ·e e SMC Laboratory . Analytical Chemistry Client Name: Groundwater Resources, Inc. Address: 5400 Aldrin Court Bakersfield, CA 93313 Date Samples Received 9-19-90 Date Analysis Completed: 9-26-90 Date of Report 9-26-90 Attn: Mr. Bob Becker P.O. # 4884 G Project # 960-4 RESULTS OF ANALYSIS TOTAL CONTAMINANTS (STLC) (Title 22, ArticleII, California Administrative Code) Sample # :3363-66 ID: PN A-D Constituents Antimony Arsenic Barium Beryllium Cadmium Chromium Cobalt Copper Lead Mercury Molybdenum Nickel Selenium Silver Thallium Vanadium Zinc ~ MRL, mq/L Requlatory Criteria STLC TTLC ND 6.7, 51. ND ND ND ND ND ND ND ND ND 2.9 ND ND ND 13. 5.0 3.0 10 0.5 0.5 2.0 2.0 2.0 3.0 0.2 20 2.0 1.0 1.0 5.0 10 2.0 500 500 10,000 75 100 2,500 8,000 2,500 1,000 20 3,500 2,000 100 500 700 2,400 5,000 15 5.0 100 0.75 1.0 560 80 25 5.0 0.2 350 20 1.0 5.0 7.0 24 250 Method of Analysis: Title 22, Article 66700 MRL = Minimum Reporting Level STLC = Soluble Threshold Limit Concentrations TTLC = Total Threshold Limit Concentrations mg/L = milligrams per liter ND = None Detected .&~~ Stan Comer Laboratory Director 3155 Pegasus Drive . Bakersfield, CA 93308 P.o. Box 80835 . Bakersfield, CA 93380 . . (805) 393·3597 FAX (805) 393·3623 .... . .. ~ . ~ ~ groundwater resou s inc. ~ l ~t~t~t~ ..$'~ october 2, 1990 ?£'¿> ç,~v <:z LZ 01. ~\ 5400 ALDRIN CT. BAKERSFIELD. CALIFORNIA 93313 General Engineering Contractor Class A/Haz License No. 520768 Michael Driggs Kern County Department of Environmental Health Services 2700 M street, suite 300 Bakersfield, CA 93301 RE: carnation (Favorite Foods) 201 Union st. Bakersfield, CA Dear Mr. Driggs, Enc 1 bsed are the 1 abor atory resu 1 ts f or the compos i te sO i 1 samples taken from the soil pile at the above mentioned site. GRI is plannin9 to spread this soil 3-inches in depth across the back of the property. Aeration and natural bioremediation will reduce the hydroCarbon constituents to an acceptable level. Some fert i1 iZer wi 11 be mi xed wi th thi s soi1 to hel P faci1 i tate the natural bioremediation process. Composite soil samples will be taken at three month intervals to assess the reduction in hydrocarbon constituent in the soil. If needed the so i 1 wi 11 be i nocu 1 ated with h Y d rocar bon eat i n9 bacteri a and watered peri odi ca 11 y to speed up thi s process. A representative soil sample will be sent to Solmar corporation to determine the proper formulation of bacteria and nutrientS. If there are any questions regarding this project please feel free to contact me at (805) 835-7700. SincerelY, -f !, . Î l ,-<I. ./ '1{1+ y, /j ì¿ [l~ /- 1/ . (/ Jd' Robert 'J. Becker project Geologist RJ B: tdc: Î Î 9. 1 et cc: Cheryl Sandifer, carnation Inc. MAILING ADDRESS: P.O. BOX 9383, BAKERSFIELD, CA 93389 LOS ANGELES (213) 724-3147 (805) 835-7700 I! #' A RESNA Company CHAIN OF CUSTODY RECORD P.O Box 9383 Bakersfield, California, T~ephone: (805)83~7700 Tele-Fax: (805) 835-7717 GROUNDWATER RESOURCES INC. LAB DESTINATION: PROJECT NUMBER: -/ b.U Y r¡ {, , /i'\ C If' , 4 g gl( 6- PROJECT CONTACT: :.....; O'J /3 ~"(__ ('; '. I' , ; P.O. NUMBER: I- , ,) -- "\ I) .. Z .. a.. SAMPLER(S): (Signature) '! :' 0 w ker ,,~J ~, '))..>:/--- ¡:: COUNTY: i. ë5 () '. .-' W Z a: lAB SAMPLE 0 z ANAL YSIS SAMPLE CONTAINER 0 NUMBER NUMBER DATE TIME SAMPLE LOCATION 0 REQUESTED TYPE "TYPE I .,r. p. (,... " T" ,I I ) \ !~. _5551 1":. ,- I !/ :.1- í I ~ -' ., . .... .' ..~ e ( F.· f ,-."-,: ! ,;,,, ( -{ i~:.i' 5~' ( ..J t , l L (' Ij - /" !i;: i' ! I.' . ' ,> , ;'1 !' " ': {. \. .,.¡ . 'j <.- :.~ " I - j -' i \ 336ð ! ~, I ' , ., ~ i \ I I I 'tJ , .. \ , ~ '-'- .- 7(~ J J"\ { (1\ , " f: .I l ,'; j : ¡' '. .1 r ¡<, ¡t· l, r~ (. ~ ¡ , !,) . - I I I ~ " I , 3;."36/ ,.., , , /c~ -, : \ .' ï '~ , ¡ ¡. , - t· !) , ,/' o' '- .- ^ r ~--.50 2- - - ¡ I , , t.. ¡ :'" - /) r· . I ,- I I ,. i) .1 (, !\} .\J , , - .. .. :> - , ,- ,) v, .... -s-s6 ::; (Ii I ' ! - f" f . ..., H -\ ~ F i , "'- ¡ }jH( A, )' 1" b Îe/ j' (' ) < '" L, - .~. ! ¡! f >1 L I :'.' :_1 c tV i>' r ....... :' .- i, ,{ , { .:....; '- J I; - .. . 1\1 -' I "? "7' 6c? r· 10 ~ , I \) , " i ¡·f , -( 7 r ,".-¡ .;;, ," i 1-, '. -: -t;. { \ , I 0 :.> .> .:t, ( ". ,~ -> '0" , " ! , 1 :SS~,ç' ~} - i !() ,- !.1 ! I f f \\ 5 for ;" \ - ! :> / , - '')0 () ," ~ \ J..) E \\ .~ J ;/ ~ ?~ f) , I ,., or I 1 , A I - < '.I - i \ i ..; r ./ .J I ,. I... ~. SPECIAL INSTRUCTIONS: .'~~.' ¡ "¡\j~/,?!¡J,.,:,,·( J: ..'T;.....-fíf./ '/ ' ("-;'~";1 ,,;..),'fr.5 c-; j~ ~{/~""'-'~J'''''fj."/~-",,( l POSSIBLE SAMPLE H~RD}>: ;0 1. Relinquished by: JU~' ~A.--- 1. Relinquished by: DatelTime: 1. Relinquished by: DatelTime: Received by: Received by: Received by: /,w~' Datemme: Datemme: Datemme: l> //-'.5..$;<" ,..., CCR (Rev 7190) WHITE: LABORATORY PINK: JOB FILE YELLOW: SAMPLE TRIP " .,... .~, e e SMC Laboratory Analytical Chemistry ~ Client Name: Groundwater Resources, Inc. Address 5400 Aldrin Court Bakersfield, CA 93313 Attention Mr. Bob Becker Date samples received 09-19-90 Date analysis completed: 09-21-90 Date of report 09-21-90 Project Name: Kern County Project # 960-4 P.O. # 4884G RESULTS OF ANALYSIS: # 3359-62 . ID: PS Compo ugm/gm MDL,ugm/gm Benzene ND 0.1 Toluene ND 0.1 Ethylbenzene ND 0.1 p-Xylene ND 0.1 m-Xylene ND 0.1 o-Xylene ND 0.1 Isopropylbenzene ND 0.1 TPH (Gasoline) ND 1.0 TPH (Diesel) 280. 10. Oil & Grease 12,000. 20. # 3363-66 ID: PN Compo ugm/gm MDL,ugm/gm Benzene ND 0.1 Toluene ND 0.1 Ethylbenzene ND 0.1 p-Xylene ND 0.1 m-Xylene ND 0.1 o-Xylene ND 0.1 Isopropylbenzene ND 0.1 TPH (Gasoline) ND 1.0 TPH (Diesel) 320. 10. Oil & Grease 9,900. 20. Method of Analysis for BTX/TPH (Gasoline): 3810/8020(FID) Method of Analysis for TPH (Diesel): 3540/8020(FID) Method of Analysis for Oil & Grease: EPA 9071 MDL = Minimum Detection Level TPH = Total Petroleum Hydrocarbons ugm/gm = micrograms per gram (ppm) ND = None Detected B~~~ Laboratory Supervisor 3155 Pegasus Drive P.O. Box 80835 . . Bakersfield, CA 93308 Bakersfield, CA 93380 . . (805) 393-3597 FAX (805) 393·3623 e '\0 8M C Laboratory Client Name: Groundwater Resources, Inc. Address: 5400 Aldrin Court Bakersfield, CA 93313 Date Samples Received 9-19-90 Date Analysis Completed: 9-20-90 Date of Report 9~20-90 Attn: Mr. Bob Becker P.o. :ff: 4884 G Project # 960-4 RESULTS OF ANALYSIS Sample :ff: ID 3359-62 COMP PS A-D 3363-66 COMP PN A-D Method of Analysis: 3050/7420 MDL = Minimum Detection Level ugm/gm = micrograms per gram ND = none detected ~,~ Stan Comer Laboratory Director 3155 Pegasus Drive P.O. Box 80835 . uqm/qm 13. 13. · Bakersfield, CA 93308 Bakersfield, CA 93380 . TOTAL LEAD e Analytical Chemistry MDL,uqm/gm 1.0 1.0 . (805) 393-3597 FAX (805) 393-3623 e e 8M C Laboratory Analytical Chemistry ~ Client Name: Groundwater Resources, Inc. Address: 5400 Aldrin Court Bakersfield, CA 93313 Date Samples Received 9-19-90 Date Analysis Completed: 9-26-90 Date of Report 9-26-90 Attn: Mr. Bob Becker P.O. # 4884 G Project :f: 960-4 RESULTS OF ANALYSIS TOTAL CONTAMINANTS (STLC) (Title 22, ArticleII, California Administrative Code) Sample # :3363-66 ID: PN A-D Requlatory Criteria Constituents ~ MRL, mq/L STLC TTLC Antimony ND 5.0 15 500 Arsenic 6.7, 3.0 5.0 500 Barium 51. 10 0100 10,000 Beryllium ND 0.5 0.75 75 Cadmium ND 0.5 1.0 100 Chromium ND 2.0 560 2,500 Cobalt ND 2.0 80 8,000 Copper ND 2.0 25 2,500 Lead ND 3.0 5.0 1,000 Mercury ND 0.2 0.2 20 Molybdenum ND 20 350 3,500 Nickel ND 2.0 20 2,000 Selenium 2.9 1.0 1.0 100 Silver ND 1.0 5.0 500 Thallium ND 5.0 7.0 700 Vanadium ND 10 24 2,400 Zinc 13. 2.0 250 5,000 Method of Analysis: Title 22, Article 66700 MRL = Minimum Reporting Level STLC = Soluble Threshold Limit Concentrations TTLC = Total Threshold Limit Concentrations mg/L = milligrams per liter ND = None Detected '~~ Stan Comer Laboratory Director 3155 Pegasus Drive . Bakersfield, CA 93308 P.O. Box 80835 . Bakersfield, CA 93380 . . (805) 393·3597 FAX (805) 393-3623 . RESNA/Gk!iIDWATER ~9~S~~dtu~~c. ... e /'.,;::::... t'~::~'" ~'-::::--" ~.~ n ~' --> /'/ \\ 1: i ¡ì \'-,:' , . \, - ~ ~ '- ~U~ U 1500 SO. UNION AVE. BAKERSFIELD, CALIFORNIA 93307 General Engineering Contractor Class NHaz License No. 520768 January 8, 1991 Mr. William J. Roddy Air Pollution Control District 2700 M Street, Suite 275 Bakersfield, CA. 93301 Re: Favorite Focxls (Carnation) Facility 201 Union Ave. Bakersfield, CA Dear Mr. Roddy, Groundwater Resources, Inc. (GRl) requests an air emissions exemption to conduct a vapor extraction pilot study at 201 Union Street in Bakersfield, CA. (Plate 1). The pilot study will be conducted within a 24 hour period and is tentatively scheduled for the week of January 14- 18, 1991. Five underground storage tanks were removed from the above mentioned site in October, 1987. Preliminary site assessment soil samples indicated hydrocarbon contamination at three locations. A site assessment was conducted by William H. Park and Associates, to define the areas of contamination and recommend remediation alternatives. A hydrocarbon plume was defined around the fanner dispenser island. This hydrocarbon plume is predominantly diesel, with TPH diesel concentrations as high as 37,445 ppm and benzene concentrations as high as 548 ppm detected (see enclosure for lab results). In September, 1990, GRl drilled two soil borings to funher define this plume and installed one vapor extraction well at the site. GRI recommended vapor extraction in a mitigation workplan dated December 5, 1990. On January 3, 1991 the Kern County Department of Environmental Health Services approved this mitigation workplan to install two vapor extraction wells and conduct a vapor extraction pilot study. The purpose of this vapor extraction pilot study will be to: - Detennine the radius of influence at varying vacuum flow rates using wellhead pressures. - Detennine vapor recovery rates at varying vacuum flow rates. - Evaluate the need for inlet wells. - Detennine pore volume turnover. - Collect air samples to evaluate hydrocarbon concentrations at varying flow rates. - Estimate time for cleanup. - Evaluate options for the elimination of extracted vapors - thenna! or GAC fIltration or both. MAILING ADDRESS: P. O. BOX 9383, BAKERSFIELD, CA 93389 (805) 835-7700 FAX (805) 835-7717 e e , January 7, 1991 Mr. William 1. Roddy Air Pollution Control District ~ Page 2 The pilot study will consist of extracting vapors from three wells (Plate 2) using a 150 SCFM regenerative blower. This blower will be connected in series to four granulated activated carbon (GAC) drums to eliminate hydrocarbon vapors in the effluent stream (see Plate 3). Flow rates will be measured by vacuum and magnehelic gauges. Static well-head pressure drops will be monitored at neighboring wells with a manometer to determine the radius of influence for each well at varying flow rates. A photoionization detector will be on-site to monitor effluent air emissions. Estimated hydrocarbon concentrations during the vapor extraction testing are 40 to 70 ugm/cc TPH diesel and 1 to 10 ugm/cc benzene (at a maximum flow-rate of 50 SCFM). Concentrations in the effluent stream after the carbon drums should be 0 ppm. Air samples will be taken periodically to confmn these values and data collected will be used to apply for the APCD Authority to Construct pennit. Following the pilot study, a pilot study report will be sent to the Kern County Department of Environmental Health Services and the APCD for final approval of the vapor- extraction system. If there is a question concerning this letter, please contact GR! at (805) 835-7700. Sincerely, Robert J. Becker Project Geologist Enclosures: Location Map Plot plan Vapor Extraction System Diagram Analytical Results cc: Cheryl Sandifer, Carnation Inc. Michael Driggs, KCDEHS . ~ , ~ ~ II II , ~ , J I I I . I t ,. .~ ~ .""= U.I." 'I . .1= ;¡~b J ~:...!.., . . ,.-.... " ·.........1411 . ) (" ~ -.. " ) ..u..~.~: " ........ . ~. II ,~ ¡ r-'\ oroundwater resourcos, Inc. ~ onviofonmentaVgeotechnical services J'nOJECT NUMlJER: 960-4 i I: CARNATION PLANT 201 Union Avenue Bakersfield) California PLATE 1 LOCATION MAP a PS Composite I PN Composite R E S I D E N T A L A R E A e.. e. MOTEL AND RESTAURANT COMPLEX (FORMERLY THE BLACK ANGUS) Gasoline Tank (7,500 Gallon) Diesel Tank (1.500 Gallon) ~ Now Oil Tw (1,000 Oollon) I ~. rlI ORI.IIIII.... Waste Oil (1.000 Gallon) - -- fæi Phantom Tank Approx. 65-70 Cubic Yards of Soil Proposed for Aeration DIRT LOT (NOT TO SCALE) 3rd STREET LEGEND I FORMER TANK LOCATION . Soil Sample Location -EfT Vadose Extraction Well o Boring Location (T.H. = TEST HOLE) ~ Proposed Vapor Recovery Well ", Path of Directional Boring ~ SCALE (APPROX.) I ~ I o 1 20fT. CARNATION BUILDING RW-l~ Dispenser I THC Island S L A N COVERED D TRUCKPORT OLD REST AURANT (NOW WAREHOUSE FOR WARNER CABLE) PARKING CANOP V S T R E E T o THH TPH Diesel Plwne SHOP BUILDING o GRI-2 BEACON CARDLOCK GAS STATION . ~ Drivewa Fuel Oil 1f I and Diesel Tank (3000 + Gallons) Driveway 2nd STREET MOTOR CITY GMC REVISED: FROM W.H. PARK & ASSOC. r\ groundwater resources, inc. ~. environmental/geotechnical services FORMER TANK LOCATIONS CARNATION PLANT 201 UNOIN ST. BAKERSFIELD, CA. PLOT PLAN R 0 Y A U L N I P 0 A N L M A S V M E 0 T E L & R E S T F U RC NE I N TT U E RR E PLATE 2 BACKGROUND GROUND SURFACE ~ - HNU Photoionizatio~ Detector -......, ~ -~-,--------------------- -------------------------------------------------- ,------------------------ · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · huuu__ ..., - ~ -------------------------------------------------- Vacuum Gai\ ; ~....... ...... · · · · · · · · · · · · · · · VACUUM PUMP T ja It>,CTIVATED CARBON (Rotron Regenerative Air blower) Sample Port BASIC SYSTEM SCHEMATIC VAPOR EXTRACTION SYSTEM USING ACTIVATED CARBON . LINE MONITORING WELL# RW-1 ill VENT TO ATMOSPHERE ... ....-......----.....--_.__....----_....---~ . --------------------------------. : : : Méignehelic .. · - Gauge : - , .-.... · · · · · · · · · · ...-----------..., · · · · · · · · · · · · · t ACTIVATEC CARBON ; · · · · · · · · · t T I , ACTIVATED CARBON ACTIVATED CARBON (WESTSTATES RVENT-SCRUBR VSC55 CANNISTERS) GROUNDWATER RESOURCES INC. (805) 835-7700 T MONITORING SENSOR PORT environmentaVgeotechnical services PROJECT NUMBER: 960-4 .. , PLATE Carnatlon/Fav. Foods 201 Union St. Bakersfield, CA 3 rvL'l. OIL . ,it ÞJþ PIS'S £.t.. r",''¡x ¡:N.(S EL- MA!.l< r I-',L. .J../íO r1 r¿'H J{ C~5::;L',I.,/£, T~.... X "'/£W OIL r¿;,J..¡.I< I I' W,t:.S,.-£ 011. r.z. ...,~ I p;o:;Jv¿r L/~./i!" .$ ¡'./EW Oft.. ;-¡:: A'X .ls,P,µJ"r-t ,,~PÞ t'¡A.'D£ R. F'-'£t.. O/t. ":A.l0 PI,SCL 7:z: A.'.-'( P;OOl/C T L/h/£S " TABLE I TlE:S T HOL£' CoNTAt1/AlAT/OI..J Source:. W.H.Parks & Assoc. \ ïrST O£PiH TAH. ('.P.H. on.. HOL£ /IV (clrs ~L) 'f.t50L/AI£} 8.7: X. TO· Y. 7: V. H. L€AO .l;ND æ¡..JZLtJ£ FEET G.-'<£A$£ I 2 e 73, $.;; ,¡If . ~ 1"- ~ ~.S7 " B 54 t; If> ............. ~ ""- "$..~8 54 Z Z. ~ ~ ........... o4.0r. 51:. 6 ~ "- ............... <zso .ç, 3 z. ............... . ............... I............. ............... ~ 6 ............. ............... ~ ............. ~ 4 Z 16 $ 6 í ~ --............. '-..... I.............. I~ 6 .............. ~ .............. .~ ~ 5 z ............/ ............. '-....../ I.............. I............. .............. €. /............... .............. ./~ ............... ............... "- 6 z ¡;..:o ~ /'" ~ " ./" .............. I............. 6 ./ .............. ~ ./............. ............. ~ 7 z 1................-/ .............. .~~ -.......... "-.. ~ ./ ............. ~ ./ ""- ............... "" 8 2- ............ í'--.... ............ ~/A ............. .( 'Z.50 ~,S79 ~ (; ~ '-..... ~ N/A '-..... --1.3'3 74 14.¿ ~ 9 z ............. ............. "" ~zo .............. <: 'Z so <. Zo .............. 6. .............. .............. .............. <ZO .............. <: z,so ·4Z ~ Z ~ ~ I............. <zo ~. ë: l.$O <.2.0 ~ /0 þ' ............. ............... ............. <zo .............. <2.50 209 ~ II Z ~ 15'03 .............. "'- ............ 3.'33 /8,8 Z 5 /.45 €. 17~.1" --........... .............. --........... ~.51 89 /Z Z I~ ~ .............. ~./ '............. I............. IF- /"" .............. .............. ./'" .............. .............. ~ /3 2 1-"""""" ~ .............. ....-/A .............. <Z.$O <zo ~ '" ............... ............. --........... .-v/A ~ <: Z.So <20 "" /4 2. ~,S71. ZI ............... ./'" 7.'5 B ."Z I 1'-..:: ................-/ "- -............ '5~8·~( 6 30,"" 5. U. ~............... I ~~e.ofz. ~ ./ .............. .............. ............. Z&Jl" 15 6, ~ ~ i~ < Z.5o <Zo /6 5 I~ ~ ~ Z.68 (ZO /7 5 ~ ~ .~ ~zso (lO "* " < - PCA/ores "LCSS Th'A,....,. BL~NX ~PJ7C£ O£NOTl::S "/>iONE ÞL"TEC íl!:O" A5.::;vC ,HINlkl//'.-1 P"::Pt/~r/Nt:; LEvELS. ** I---J (><1 :::SLAS,lf /N:Nor,t;S Nor RéQv£5TCO. _ .,t:N.&1. yf.!"f" R.Ecv.cs TCo D UT" IVor ¡&>£ro..,....,,CD BY B.c. L.¿::SS. CONTA/-1//',/,.t1í/otV F/'::;'t--RéS ,ot;PE /N ¡&>':-RTS P£Á! M/Lt../O..../. .. ~. ~ ..~ ...., i :~:.: , .:/' I~·"·~!~ l~, '. ." ,. e e - - - r " TABLE II , ANAL Y1'ICAL RESULTS FROM SITE CHARACfERlZATION BORiNGS SOIL 1'PH (D) 1'PH (0) 0&0 B l' X E LEAD TOX SAMPLE # TH A-IS' N/A N/A 66703 N/A N/A N/A N/A 1O.S N/A TH A-20' N/A N/A 99528 N/A N/A N/A N/A 6.67 N/A TH A-25' N/A N/A 373 N/A N/A N/A N/A 4.41 N/A 1'H Al@15' N/A N/A 725H2 N/A N/A N/A N/A 10.9 <20 TH A1@20' N/A N/A 7967 N/A N/A·· N/A N/A 12.S <20 TH A1@25' N/A N/A 52H N/A N/A N/A N/A 10.7 <20 TH B-15' N/A N/A 7932R N/A N/A N/A N/A 8.82 N/A TH B-20' N/A N/A 108317 . N/A N/A N/A N/A 9.26 N/A 1'H B-2S' N/A , N/A 173 N/A N/A N/A N/A 5.50 N/A C-I0: 7115.21 N/A N/A 3.68 3.97 2.4 1.42 N/A N/A C-15' 37445.96 N/A N/A 10.37 9.49 1.89 10.44 N/A N/A C-20' 134.71 N/A N/A ND ND ND ND N/A N/A C-2S' ND N/A N/A ND ND ND ND N/A N/A C-30' ND N/A N/A ND ND ND ND N/A N/A D-15' 34.18 N/A N/A ND ND ND ND N/A N/A D-20' ND N/A N/A ND ND ND ND N/A N/A D-25' ND N/A N/A ND ND ND ND N/A N/A E-15' ND N/A N/A ND ND ND ND N/A N/A E-20' ND N/A N/A ND ND ND ND N/A N/A E-25' ND N/A N/A ND ND ND ND N/A N/A TH F @ 5' 3696.5 7072.99 N/A 26.39 109.45 914.05 ND N/A N/A 1'H F@ 10' 34.10 N/A N/A ND ND ND ND N/A N/A TH F@ IS' ND N/A N/A ND ND ND ND N/A N/A 1'H F@20' ND N/A N/A ND ND ND ' ND N/A N/A TH F@25' ND N/A N/A ND ND ND ND N/A N/A TH.O@ 5' ND 5209.76 N/A 1.56 23.83 268.89 ND N/A N/A TH G@ 10' ND N/A N/A ND ND ND ND N/A N/A 1'I-IG@IS' ND N/A N/A ND ND ND ND N/A N/A 1'H I-l@ S' ND N/A N/A ND ND ND ND N/A N/A THH@10' ND N/A N/A ND ND ND ND N/A N/A TH H@ IS' ND N/A N/A ND ND ND ND N/A N/A TH I@ 5' ND N/A N/A ND ND ND ND N/A N/A 1'H I@ 10' ND N/A N/A ND ND ND ND N/A N/A 1'H l@ 15' ND N/A N/A ND ND ND ND N/A N/A ALL VALUES IN PARTS PER MILLION (PPM) TPH = TOTAL PETROLEUM HYDROCARllONS D = DŒSEL G = GASOLINE O&G = OIL AND GREASE ß = BENZENE ··r· T = TOLUENE X = TOTAL XYLENES E = ETHYL BENZENE TOX = TOTAL ORGANIC HALIDES ND = NONE DETECTED N/A = NOT APPLlCAllLE (NOT TESTED) SOURCE: W.H. PARK & ASSOCIATES '- ~ Mr. Michael Drigg e County of Kern Department of Environmental Health Services December 5, 1990 Page Four e of 7700 ppm TPH diesel at 20 feet in boring GRI-!. All other soil samples analyzed were none detect for hydrocarbon constituents. Labof'dtory results are presenæd in Table lit Refer to Appendix B for complete analytical results. Also included in the following table are the composite smnples.for the soil pile on location before aeration. T AllLE III (All values in Parts per Million) SOIL ~AMPLE~ Sample Number TPH TPH B T X E O&G (gas) (diesel) GRI-1-20' ND 7700 ND ND ND ND NT GRI-1-45' ND ND ND ND ND ND NT GRI-2-20' ND ND ND ND ND ND NT GRI-2-35' ND ND ND ND ND ND NT Soil Pile PS (Camp) ND 280 ND ND ND ND 12,000 PN (Comp) ND 320 ND ND ND ND 9,900 TPH = Total Petroleum Hydrocarbons, B = Ben7.ene, T = Toluene, X = Total Xylenes, E= Ethylbenzene, ND None Detected, NT = Not Tested, O&G = Oil and Grease 4.2 Descriptions or Borings Soil samples taken at the site consisted of sand, silty sand and minor amounts of silt. In genenu a medium to dark brown silty sand was encountered from surface to 23 feet below grade. This silty sand grades to sandy silt at 23 feet and extends to 27 feet. A fine to coarse grained sand was seen between 27 and 43 feet below grade followed by a fine-grained silty sand from 43 feet to 45 feet. At 15 feet in GIU- 1 a color change was noticed from medium brown to a dark gray color; This color change occurs where hydrocarbon constituents were first noticed in the soil. This b'Tayish staining extends from 15 to 28 feet in ORI-I. The highest Photoionizacion Detector (PID) reading in any of the borings was 150 ppm detected at 20 feet in ORI-!. The PID readings decline to 8 ppm at~5 feet and 0 ppm by 30 feet in GRI-I 1. No PID readings were detected in boring GRI-2. Very slight petroleum odor was rust noticed at 15 feet in GRI-l increasing (0 a moderate odor by 20 feet. No petroleum odor was noticed below 25 feet in GlU-l or in boring GRI-2. Boring logs are presented in Plates 3 and 4. Rl.~ÙRCE MANAGEMENT '.L..NCY ~ I. \ .'.~ ... RANDALL L. ABBOTT DIRECTOR DAVID PRICE III ASSIST ANT DIRECTOR Environmental Health Services Department STEVE McCALLEY, REHS,DIRECTOR Air Pollution Control District WILLIAM J. RODDY, APCO Planning & Development Services Department TED JAMES. AlCP. DIRECTOR ENVIRONMENTAL HEALTH SERVICES DEPARTMENT Ma r c h 1 5, 1 99 1 Mr. Robert Becker Groundwater Resources, Inc. P. O. Box 9383 Bakersfield, CA 93389 SUBJECT: Location: Known As: Permit #: 201 Union Street, Bakersfield, California Carnation/Favorite Foods 200005 \. Dear Mr. Becker: This Department is in receipt of and has received the Vapor Extraction Pilot Study Report for the above-mentioned site. It is noted the Pilot Study has been successful and given the desired results to proceed with the full scale vapor extraction system. A quarterly report containing all data and status of the clean-up will need to be submitted per Groundwater Resources, Inc. If there are any changes or questions, please do not hesitate to call me at (805) 861-3636, ext. 566. Sincerel ~~ael Drig Hazardous Materials Specialist Hazardous Materials Management Program MD: jg cc: Ms. Cheryl ~andifer, Carnation, Inc. 2700 "M" STREET, SUITE 300 BAKERSFIELD, CALIFORNIA 93301 (805) 861-3636 FAX: (805) 861-3429 ;ª"'. E~\N' COUNTY RES-aU RCE MAf-l.AGEMENT i .\ENVIRONM.Þ' HEALTH SERVICES DEPARTJii:- ," r' . 2700 "W' ST~ SUITE 300. 8AKERSFIEL~ .93301 ! (805)861-3636 ~o..G EN C:' . ._, .. UNDERGROUND HAZARDOUS SUBSTANCE STORAGE FACILITY * INSPECTION REPORT * ~, TI~lE IN LL.;..~·!.Yj;n;"IE OUT l?..~.(¿~ NUMBER ')F T.ANKS.: ....,..::~._.I_ yES...................... 1'IO........?"::.......... l i'.J S P E C T r () i'J D Þ. T E : ..........,;~../..L4.j.J J. R 0 UTI N E.......Ä............. REI N S PEe T ION......................... CO MP L.A I N T.............~............ PERMIT~ ~·JER~" r T P~S T 1:: . TYPE·OF INSPECTION: .. ..."......_......,.. ....."........... ...,.. ·.......h,............"..........·....·h.' FACILITY NAME:CARNATION DAIRLES . .. ...,........ ...............'........................_.... ...... .....u...,........'.............,...',... ,....,. h'_.'.....,......., ....._ ....... ,.'h.".,., .... .., ..........,.". ............ .....,..,..,.. ....,..._ "'. ...'..' ,. ..,,,,_....,.,,,,.,., I:: Þ.C I L r T Y ADD R E 3::3 : .?..ºJ......\:J..t~J..ºN....:~Y.~N.\L~............'..hh..................,.............................................................................................. ..... ................ 8AKE~:3FIELO. CA o \^IN E R S N A r., E : .Ç.~.B.tl.t:.I.J.-º.N.....Ç-º.~.P.AN.Y.....Çl.º....I.º.M.....~:.N..-º.~B.ª-ºN.......................................h............................................................ ....... OPERATORS NAME:CARNATION COMPANY . COMMENTS :.......é~::::>:(§::~E7i:::::~:·::::::::::::·:::::::::::::::::.:::::::::::::::::':::::::::::::::::::::::::.:::::::"::.:::::'::::::::::':::::::: "~~~~~"-~' ".... ...~~.....~~~.....~.... ....~.~,.~...........~........~.......'...~... .......~.........,...............,....... .... .................. ....,.... .",....~'...,..,.,.,.............~~....~...~....... ,..... ..~"...... ....... ...... .,....., ..... ...... .."..,....'..,.... ..... .. '.," ....... »' -..., " .............................. .............,.............. ......,..~~~....... .,................ ... .... ...... ..~..,.....,. ...~..,.................. ........ ......................."'....~....... .........,... ..~.......,.....,...~..,... ..,......~.... ..~....,. .........,.,..,.. ...,....,..... ........... ...... "'" .....,. ...... r T E~~ VIOLATIONS/OBSERVATIONS ¡;~,}~. ~' (~<?l;é--'~~ ¡, PRIMARY CONTAiNMENT MONITORING: a. Intercepting an direc:ing system b. Standard ¡~ventcry Control c. Modified inventory Contrci ~d) In-tank Level Sensing Device e. Ground~ater Monitoring f. Vadose Zone Monitoring 2. 3ECONDARY CONTAINMENT MONITORING: '. '-~'""\ Liner . (_~:) QO~'ble-Walled tank c. Vault ./"~ \~ 3. PIPING MONITO'RING: rä;) ~res~urized '0-:' .:uct, en c. Gravity f\ ol ' , h.1.--· " ,K e II)... U\~ . ,J I v.-, p/~. I L I~. Lç c....k, ¿t¿,(-c...~jz:"'f? (j O'lEF~¡~L PROTECTION: \)-é.'S : : ïiGHTNESS TESING ~o '-" ". /,\) 0 ,6, NEW CCNSTRUCT¡ON/~ODIF!CATION3 .\ ì ('\ ',\' , ï ~ ,~ .7,; CLOSURE/ABANDONMENT .,........,-r. '?-"\ .., JNAUTHORIZED RELEASE '-----:' I I ! ì ¡\! ,-', i.!·..!V ì 9. ~AINTENANCE, GENERAL SAFETY, AND CPER~TING èONDITIûN OF FACILITY :OMM~NTS/R~COMMENDAT:ONS -...........,......... ....,,, ....... .............,................' .. "'~" ......,.......... ..... ........ . .. ................. ... .......... - .. -.' ... ............. .................. .............-...,...............,............................................................................................................,.......................................................... ..................,..............................,......................,...,. ........ ..... ............,...............................,.......................,..."..............,..~..."............................,.....,......................................,......,.....,...'................- ........ ...............,..,................... ........>.... ........... ..,.,.... -....... .........- . .... ....................................,...................,...........,......,...........,.......,................,.............................. ....................".........................~~............. .~........................- .....~.......... ....,...........-........... -......................... ...............................................................................................'...'............................-.:}..................................................................................................'.........................................:.................................. I~E ¡ NSPECT: CN.....SCH EOU LE~/'}.:........... ys_s ....:.~.00 APPROX I MATE RE I NSPE9T,I Oi'~-'DA \E : ,. ;}.....~~. ..................... -N-O·-~.,..OR '~~~ REOORT RcCt=TVEr'i BY 1\' V I\.- ,,,II--\"'lA'-' ., :::¡ I C'~ I.. : .........'.....................................".................-¡-....r...........................,.. . . ,C '-... ... : ..¡.f~..)?:.~:. !..........,.I.L......,:.'.!..v:-:?........... ,.' ¡ . ./' - .. ------ .~ ~ ~ ~ ~ ~ ~ ~ \1\ ~ Z -- <? . !2.N4TION p¿,,4t í ~6 \)\ r¡) CONC~GTE ÝJ~ !; I - "- ""--- - -- - -r:µ \ ~H. ! (;/ .~ ~ --.) ~ '- \j -~ - -- ~ ~~ '\) ~~ L1 h~ t. ~ Ç) <Q ~"t~~ ~ ':::t '\:),\.ì ~~~G ~~~~ ---- ~ r ) ~ l O~ ùAí' 4J~(¡~ ~ U,cAíIOr0 \ A (l"f3A 0 F CD t0T ~fv\ I tJ A- T~D ~ ~MOVAL \ '- ¡'-=- ~ CONC-I2£Te- 1 ATTAC f-tIV\EJJT A C¿?NC/Ze'-rS ---4 I I -1; I I 1', y .--- · e WILLIAM H. PARK .. REGISTERED GEOLOGIST NO. 2271 3040 19TH STREET, SUITE 10 BAKERSFIELD. CALIFORNIA 93301 TELEPHONE (80S) 327-9681 October 22, 1987 \ Mr. Bill Scheide c/o Kern County Health Department 1700 Flower Street Bakersfield, California 93305 Dear Mr. Scheide: The following letter is a proposal to remove contaminated soil from under the product lines leading to the fuel oil tank located in front of the Carnation building. As much of the contaminated soil as possible would be removed and disposed of at a permitted waste disposal facility. Soil samples would be collected below the contamination to verify removal. One sample would be collected near the southern portion of the lines and two samples near the building to see if contamination extends in that direction (see Attachment A). The samples would be analyzed for the same constituents as the preliminary samples. A hazardous waste manifest for soil disposal would be delivered to you with the soil analyses. Also at this time, I would remove about three feet of material from the east end of the tank excavation. Test Hole No. 1 at this location showed some contamination at two feet and clean soil at six feet. If you have any questions, please feel free to call. .,ç'~;~---'~;-"'~""--' Yours truly, ¿-'$,- .:... . '-~ '-' '-. ...,:: ) ¿ ',,;. /~~ \2~';~:KZ:'~Ç'~:""'{)' /J M l.!·.':l·'y"'" II/'\.~,'< // " . - ,j -::::> ?- ."U, /J /)....1 , / / /" "'? \( VI-U//LA I (. . II ¡' \ " ¡: J No. 3584 ,I,· Duane R. smith f~ ~ )! > Registered Geologist '\ \, ./:_ /State of California No. ~..j/,~ '.ý~' -,' / ~\{!'Ì';~~..", / "~~~~~;::::;:.~~../' ' 3584 DS/jk ~ .. . ....en "<10 c+ þ.oI. tr1 en .....,:: a.g-~8'.Q";;~ :s; '" ;j c: ;j 0 H ... o "'0:1 ",,,,..n...n ~~ o en 't.<..en :os ..... '" .. 'tI a. C/) < n ::rO~::r[~ <:.....ø~~~g:ø..·t'< " n ..·0 '" H H ~ ~ C1" ~ ~ ~. (þ (1) Q., (f) 1-1 n .. t'< a.;;¡ g.~", (') ~"'·Z ::r't:S,.. " tit ~ t-i) <s C1" : (It ..... 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(1) ,.... ~ to c::: ~'g.t!3,....::s OJ c..g Q.t IJI :OS....~I»<1-~,....O:I::s>-i, CD ~I~~I» g.~~~' cT m OJ ct" ..... n c... I» ::r .,. 00:>:: 0.. <'" .... Oc>.....o 3 en ~~ I~~I~~ ~ ~ ~::r,::~,::;.¡~.g- g I» 01Jl· 0C><1- ::s ~ lro'm I~~'~' ~ cT ~'CII] ooho..::s::s ~ 00.....3 g(1)OI m ::;:::sog c>~.....,:: H §~o ~ei'"nClt c+....t'1 t-~gt'D 0Iii .....,. ~::I<1-0 g t;"ei'"I- ~~~t-fJ :3 0 ~ m........ I» ... II> a> H < ::!.:J o ::I.... H a> § = o.....cn g-~ct"OJ H ~ <'" a>.. IJI < ~ -- 0 ~~. ~ ~~a. ~H ~ ~~: ::s (/) ~ ~~~ <'".§ a> .... .... .. a.'t:S <1- ö........ ~.!;¡ d) QQ N I-f..... n I» 0 cT ~ o ::!~g: ,"0 ::! t-+I 0 0 ~ en ~ g: H::sg ..~ 0 CD ~ 0 ()Q C't" t-+t ~ ø.....::r a>~ ~nrn ~~ g- ~gg. ::ra. 't:S cT ..... ttj t1 ~ ~. ~.. 0 ~~ ~~ å gg ::::; ~ ~ ~ ~ . 0 11 a> .... .. .,. o H .. <1- .. .. IJI 't:S a> o c> en .... ::! o .... a. m ::! <'" ~ rsent to [ GARY J. WIc¡A Agency Dre~ (805) 861-3502 STEVE MCCALLEY Director RESOURCE This letter is an official notice to inform been determined by Kern County Environmenta release of hazardous materials from an unde 'ds i nd i cate that you Mr. Kerry Roberts Carnation Company 201 Union Avenue Bakersfield, CA 93307 SUBJECT: location: N~t-+lQ)Ht:::I . . O::!..... bJ Ha.C>>-i oa......::r", 9::!n",NCtnH....0a>... ðg.gJg~[~....~~.....ê CD ....::s ...·0 tD ~~. t1 '" 0 ~ t1 t'+) cT 0 1; ::s..... t1 t1 H ~6''<g ~:I;I»g'a.g@ <0(»"'..... OOJ.....C1"cT..... ~::::g:l; §~I~.;IJI OOH" a.11t"'::S 0 ~~o.~ ~~g' ~~ ...·OH 01Jl1» 8'0 ~ ......0 Hg.... ~.~ a> ~~ ¿::H>-i ¡!'f: to ~~ (þ~~ ~~ ~ H cT Þ-i tII C'" <1- ~.'< §n"<l 3'< '< IJI n :>;- 0 ~ 't:S <'" 00 ::s 8 ....::r 1'1::S ~ ~..... CD m rn~ OOei'" ø~ o 0 ~..... ~ ..... OJ H.... ~8'~ ;.~ g.~...~> ~o ~.~ todQ.OQ cT~ OQ 0.. ... (þ ct" (¡) ::! ~ o~ 011 CD ..... '< a> 0:1< '<0 o .... 0 t-t ~IJI ~::r ... ... \,Q 0 ,..... en ~::s 0 NO 0 I» ......I-t) OJ (JQ N ,.....~ - ¡; c> <'" en Q) OJ .. 1»::1 ~11 g en CD ~g 'g~ (1) c.. t1..... ::! ~::I C1"Q C1"C+ OH c>::r -- r; ..... m n<1- ::s >..CII co ~ II> en 00<," a> ::I 0 o 0 '<~ I Certified Fee I a Special Delivery Fee ; . , I Restflcted Delivery Fee I , Return Receipt Showing to whom and Date Delivered II) <X) Return Receipt shOwing to whom. C') ,.. Date. and Address of Delivery 1 QJ c: TOTAL Postage and Fees S ::J .., Ô 0 POstmark or Date CI) '" E ... 0 u. CJ) Q. Known As: PERMIT #: Dear Mr. Roberts: p 540 625 889 RECEIPT FOR CERTIFIED MAIL NO INSURANCE COVERAGE PROVIDEO NOT FOR INTERNATIONAL MAIL (See Reverse) Mr. Kerry Roberts Carnation Company 201 Union Avenue Bakersfield, CA 93307 May 2 201 Union Avenu Bakersfield, CA Carnation Compa 200005 l , you must provide ï Y and the cost for 0 :hapter 6.7 and Kern ( threat to the envirt lL, ON A TIMELY B~ REMEDIAL ACTION PI 11~ r n 3. Article Addressed to: s Mr. Kerry Robé CaI"nation Com 201 Union Ave. Bakersfield, ( ~ c. ~. . S X 7 Date of Delivl!!ï. él C . ..5--,2.5 -7 PS Form 3811, Mar. 1988 GARY J. WICKS Agency Director (805) 861-3502 ~ STEVE McCALLEY Director RESOURCE Mr. Kerry Roberts Carnation Company 201 Union Avenue Bakersfield, CA 93307 SUBJ ECT: Location: Known As: PERMIT /I: Dear Mr. Roberts: This letter is an offic been determined by Kern release of hazardous ma P 54D 625 889 RECEIPT FOR CERTIFIED MAIL NO INSURANCE COVERAGE PROVIDED NDT FOR INTERNATIONAL MAIL (See Reverse) . ~ I Sent to ~ Mr. Kerry Roberts Carnation Company 201 Union Avenue Bakersfield, CA [ C",,",, F" 93307 Special Delivery Fee Restricted Delivery Fee Return Receipt showing to whom and Date Delivered Il'I ~ Relurn Receipt showing to whom. ,... Date. and Address of Delivery (II § TOT AL Postage and Fees ~ Ó g Postmark or Date M E Õ u- ti) c.. s -. . . 2700 M Street. Suite 300 Bakersfield. CA 93301 Telephone (805) 861-3636 Telecopler (805) 861-3429 AGENCY :" ,~ :" I"'·' DEPART" " H May 23, 1990 201 Union Avenue Bakersfield, CA 93307 Carnation Company 200005 ial notice to inform you that the property described above has County Environmental Health to be the site of an unauthorized terials from an underground storage tank. This notice is sent 'ds i nd i cate that you are a respons i b 1 e party for th is property. , you must provide for all studies and work relating to the y and the cost for oversight of these activities. California :hapter 6.7 and Kern County Ordinance Code Chapter 8.48 require threat to the environment as a result of this release. THE LL, ON A TIMELY BASIS, DEVELOP A SITE CHARACTFRT7ATTMJ REMEDIAL ACTION PI AN Cf\n ur...... --..-.- I n = 3. Article Addressed to: s Mr. Kerry Roberts car-nation company 201 Union Avenue Bakersfield, CA 93307 ~~ ,\ ( . S X 7. Date of Dellv'!!].. (]. 0 ~ -~5 -7 PS Form 3811, Mar. 1988 . U.S.G.P.O. 1988-212-885 DOMESTIC RETURN RECEIPT · - 'It. (A) STATE CONTRACT The State Leaking Underground Storage Tank Pilot Program provides a mechanism for the State to reimburse the County for County overs i ght. The County wi 11 conduct the necessary oversight and bill the State Water Resources Control Board under this State contract. The State will then charge you, a responsible party, for both the costs incurred by the County and the State, pertaining to your site, under the State terms explained below: Whereas the Legislature has appropriated funds from the California Hazardous Substance Clean-up Fund to pay the local and state agency administrative and oversight costs associated with the cleanup of releases from underground storage tanks; and Whereas the direct and indirect costs of overseeing removal or remedial action at the above site are funded, in whole or in part, from the Hazardous Substance Cleanup Fund; and Whereas the above individual(s) or entity(ies) have been identified as the party or parties responsible for investigation and cle~lßup of the above site; YOU ARE HEREBY NOTIFIED that pursuant to Section 25360 of the Health and Safety code, the Above Responsible Party or Parties shall reimburse the State Water Resources Control Board for all direct and indirect costs incurred by any and all state and local agencies while overseeing the cleanup of the above underground storage tank site, and the above Responsible Party or Parties shall make full payment of such costs within 30 days of receipt of a detailed invoice from the State Water Resources Control Board. (8) COUNTY OF KERN LOCAL AGREEMENT OPTION Kern County Environmental Health is providing this option for those who prefer to pay the County di rect ly and avoi d the addi t i on of State costs. Pri or to the County IS performance of services, this option requires your deposit of $1,000.00 (one thousand dollars) with the County to be held in the Local Option Trust Account. Charges for County oversight are made against this account. In this option, a responsible party must enter into a County agreement, attachment IIBII. . The environmental sensitivity (attachment IICII) of this site has been reviewed by Environmental Health to determine the potential threat for groundwater contamination. Only sites determined to be non-environmentally sensitive may enroll in the Local Option Agreement. The site described above is not in an environmentally sensitive area and may be enrolled in the Local Agreement Option; however, the County of Kern reserves the right to cancel any Local Agreement Option, should it be discovered that groundwater contamination or a unique, complex hydrogeological condition exists. In such cases, Environmental Health will utilize the State contract to pay for County oversight activities. The County of Kern reserves this right for any site even when the site is located in a non-environmentally seDsitive area. It is necessary for you to respond, in writing, within ten (10) calendar days of receipt of this letter to advise Kern County Environmental Health of your choice: either the State contract or the County's Local Agreement Option. If you select the County's Local Agreement, please complete and sign the local Agreement, (attachment B), and return it with your check for $1,000.00 (one thousand dollars) made payable to the County of Kern, addressed to Kern County Environmental Health 2700 M Street, Suite 300, Bakersfield, CA 93301, Attention: Accounting - Local Agreement Option. If you select the State contract, please indicate, in writing, that you have made this selection and that you have read the above official notification. ~ . - Failure to respond within ten (10) calendar days to this notice will automatically result in oversight cost recovery Tor your site(s) to be placed under the terms of the State contract for Leaking Underground Storage Tanks. If you should have any questions regarding this matter, please contact Susan Gonzales at (805) 861-3636. SMC:cas attachments \200005.clt Sincerely, Steve McCalley, Director Environmental Health Services Department lit . - Attachment "B" KERN COUNTY LOCAL AGREEMENT OPTION BETWEEN KERN"COUNTY ENVIRONMENTAL HEALTH (Kern County Underground Storage Tank Permitting Authority) AND MR. KERRY ROBERTS Responsible Party for Underground Storage Tank for: CARNATION COMPANY Permit # 200005 This facility has experienced an unauthorized release of hazardous substances from an underground storage tank. Action is necessary to protect the public health and the environment of the County, pursuant to Chapter 6.7 of the California Health and Safety Code and Chapter 8.48 of the Kern County Ordinance Code. THE WITNESS FOR THE COUNTY AND SIGNATURE(S) FOR A RESPONSIBLE PARTY OF THE SUBJECT FACILITY DESCRIBED ABOVE DO HEREBY AGREE THAT: Kern County Envi ronmenta 1 Health shall act as the 1 ead agency for regulatory oversight for the: a) Site characterization: the study of a site, including sampling of subsurface soil and water where contamination is found in order to fully assess its extent and threat to the environment. It shall include a discussion of the relative risk to biological receptors and possible pathways of exposure. It may include removal or in-place closure of the tank, disposal or on-site treatment of contaminated backfill or adjacent soil, removal of hazardous substances floating on groundwater, ·and the drilling of groundwater monitor wells. Feasibility study: the identification and evaluation of feasible alternatives for cleaning up the site and remedying threats to public health and safety. Remedial action plan: the most cost effective, appropriate plan to lessen, alleviate, abate, correct or clean-up the effects that a release of hazardous substances may have on the environment, based on the feasibility study. Remediation: the action chosen by the responsible party and approved by Kern County Environmental Health for the mitigation and clean-up of contamination resulting from an unauthorized release of hazardous materials and any ongoing monitoring of the site. b) c) d) 4 · tit , The responsible party shall do the following: a. Conduct all work as directed by Kern County Environméntal Health pursuant to State and local law and in conformance with appropriate regulations to assess and remediate the contaminated site. b. Deposit with the Kern County Environmental Health Leaking Underground Storage Tank Local Option Trust Fund the sum of $1,000.00. The Department's oversight activities will be charged against this account at the rate prescribed by Kern County Ordinance Code Chapter 8.04 (currently $42.00 per hour). Monthly statements will be prepared detailing the activities and services provided and the remaining credit balance. Kern County Environmental Health shall provide the following services: a. Oversight of -all activities to characterize the site's threat to the envi ronment and/or the groundwater, and coordination with the appropri ate State, County and local regulatory agencies. b. Serve as the single contact point for the responsible party's representatives and other regu 1 atory agenc i es for the act i v it i es descri bed in II a II above. If during the Department's review of the site characterization/remedial action plan, it is determined that a permit may be required by another agency, the responsible party shall be referred to that permitting agency. c. Review reports, conduct inspections, and oversee monitoring until the site poses no further environmental or public health threat. An official certification letter shall be given to the responsible party when the site is determined to no longer pose a significant threat to the environment. d. The responsible party will be officially notified by Kern County Environmental Health when: 1. Necessary oversight is completed. A final statement will be provided to the responsible party. If there remains an unexpended balance of the deposit made by the responsible party in the Leaking Underground Storage Tank Trust Fund, 'a refund for the unexpended balance wi 11 be issued; - or - 2. Seventeen (17) hours of' billable time has been reached.' This will give notice that the available funds will be exhausted after five (5) additional hours of billable time at which time the agreement will expire. A statement estimating the amount time necessary to complete any remaining oversight work will be sent. The responsible party will then have another opportunity to renew their agreement with the County. Failure to enter into another agreement shall require Kern County Environmental Health to utilize the State Water Resources Control Board Pilot Project for which the responsible party may be billed by the State directly for the .cost of County services as well as State costs. 5 · - .... Kern County Environmental Health reserves the right to cancel this agreement at any time for any reasons, including groundwater contamination or a uniquely complex hydrogeological condition. If an unexpended balance remains on deposit from th~ respons i b 1 e party under the terms of thi s agreement, a refund for the unexpended balance will be issued and the agreement terminated. Once the agreement is cancelled, you, as a responsible party, will be enrolled in the State Leaking Underground Storage Tank Pilot Program, see enclosure "0". This agreement may be cancelled anytime by either party by certified registered return receipt letter to the other party within five days of said notification. I, (responsible party), have read and agree to the conditions of this agreement for the contaminated site described as: Site Name Site Address City Zip Owner Ownerl s Address City Telephone Zip Operator Telephone Billing Address Attn: Permit # In order for this agreement to be executed, it must be signed and accompanied by the deposit of one-thousand dollars ($ 1000.00). Responsible Party: Date: For the County of Kern: Date: 6 · - REGIONAL. OF"F'ICES LAW OFFICES OF ¡ BORTON, PETRINI 0. CONRON REGIONAL. OF'F'ICES CABLE: "VERDICT" F"AX: (805) 322-4628 SAN F'RANCISCO TELEPHONE (41~) 981-441S FAX (415) 391-5536 SAN .JOSE TELEÞHONE(408)29S-3997 F'AX (408) 298-3365 SAN L.UIS OBISPO TELEPHONE (805) 541-4340 FAX (605) 541-4556 SANTA BARBARA TEL.EPHONE (805) 564-2404 F'AX (805) 564-2176 SA.NTA MARIA TELEPHONE (BOS) 92Z-S285 FAX (6051922'6267 VENTURA. TELEPHONE (BOS) 65S-S436 FAX (605) 656-6604 VISALIA TELEPHONE (209) 627-5600 FAX (209) 627'4309 ,~ F'RESNO TELEPHONE (209) 2SS-0117 FAX (209) 237-7995 LOS ANGEL.ES TELEPHONE (213) 624-2869 FAX (213) 469'3930 MODESTO TEL.EPHONE (209) 576-1701 FAX (209) 527-9753 NEWPORT BEACH TELEPHONE (714) 752-2333 F'AX (714) 752-2854 REDDING TELEPHONE (916) 241-1091 FAX (916) 241-1094 SACRAMENTO TELEPHONE (916) 920-2612 FAX (916) 920-1514 SAN BERNARDINO TEL.EPHONE (714) 381-0527 FAX (714) 361'0656 SAN DIEGO TELEPHONE'(619) 232'2424 F'AX (619) 531-0794 THE BORTON, PETRINI ¡¡; CONRON BUILDING 1600 TRUXTUN AVENUE POST OFFICE BOX 2026 BAKERSFIELD, CALIF"ORNIA 93303 (805) 322'3051 F. E. 60RTON (1677-1946) .JAMES PETRINI (1697'1976) HARRY M. CONRaN (lS07-1971) KENNETH o. PINSENT (1953-ISS4) August 14, 1990 IN REPLY REF'ER TO OUR F"ILE NO. Bakersfield #50266/25640 Dolores Gough County of Kern Department Environmental Health Services 2700 M Street, Suite 300 Bakersfield, CA 93301 Re: Favorite Foods, Inc. 201 South Union Avenue Permit No. 200005 Dear Ms. Gough: This firm has been retained by Favorite Foods, Inc. with regard to certain environmental issues that have risen relating to plant operations on Union Avenue in Bakersfield. Your office has been in communication with Favorite Foods with regard to remediation work that is to be completed on the plant site. It is our understanding that. your office has requested of Favorite Foods a work plan to be delivered to your office not later than August 13, 1990. We have received assurances from the manage- ment of Favorite Foods that all appropriate actions will be taken to provide for the required construction and in fact, we have re- viewed and recommended issuance of a proposal contract for the work. However, due to circumstances completely beyond the control of Favorite Foods, it is not presently possible to provide you with the requested work plan. Accordingly, this letter is a request for an extension of time to and including September 4, 1990 within which to provide the requested work plan. Please be kind enough to contact this office at your convenience with your response to this request. If you should require any additional information for your consideration of this matter, please do not hesitate to call or wi:îte. Very jru~y y~urs~ ~//' /~ Ø?þ(#t<dN~ nic G. Colletta DGC:era · favorite foods, Inc. - ~ \\ ~~~ ~~~ t~ \\~~\\\.\} -.. .~ ···<~:~~_~.c:~--~·~· . July 10, 1990 Delores Gough Hazardous Materials Specialist Kern County Department of Environmental Health Services 2700 "M" Street Suite 300 Bakersfield, California 93301 Re: SOIL CONTAMINATION AT FAVORITE FOODS, INC. COTTAGE CHEESE PLANT AT 201 UNION AVENUE BAKERSFIELD, CALIFORNIA Dear Ms Gough: This letter is in response to your May 24, 1990 letter advising me to select an environmental contractor and submit a site characterization workplan proposal to your office by July 13, 1990. Carnation has requested and received bids from qualified environmental contractors to perform the work required by your Agency. As we have been reviewing the suggested scopes of work we have seen tremendous deviations in the proposals. As I am sure you are well aware, professional opinions regarding what is necessary and how to achieve what is necessary is cases 1 ike this are numerous, and complicated. Therefore, I am requesting a thirty (30) day extension, until August 13, 1990, to submit to you Carnation's environmental contractor name and proposed work pI an. This wi 11 enabl e me to discuss the differing opinions with Carnation's Corporate Engineering and Environmental representatives and the contractors to better develop a proposed workplan to meet your agency's goals and Carnation's. Sincerely, . V ~~ otd l';(I/1JIw/-d). K ~ KerJ7Y D': Roberts Plant Manager 1901 VIA BURTON . FULLERTON . CALIFORNIA 92631 . (714) 772-8861 . - 2700 M Street, Suite 300 Baker.fleld. CA 93301 Telephone (80S) 861-3636 Telecopler (80S) 861-3429 GARY J. WICKS Agency Director (80S) 861-3502 ~STEVE McCALLEY Director RESOURCE May 24, 1990 Ke.rry Roberts Carnation Company 201 ~ Union Ave. Bakersfield, CA 93307 SUBJECT: Location: . Known As: PERMIT #: 201 So. Union Carnation Company 200005 Dear Mr. Roberts: The intent of this letter is to inform you of the necessary deadlines for work required at the property described above. As a responsible party for a leaking underground storage tank, you have previously received a letter from this Department notifying you of the required work necessary to identify the extent of the contamination. We are now requesting that this work, outlined in UT-35, be done in a timely manner. In accordance with California Health and Safety Code Chapter 6.7 and Kern County Ordinance Code Chapter 8.48, the Kern County Environmental Health Services Department requires a determination of the threat to the environment. Accordingly, you must select an environmental contractor and submit a site characterization workplan proposal to this Office by July 13, 1990. The workplan must be approved by this Department before any work is started. If you should have any questions regarding this matter, please contact me immediately at (805) 861-3636. Sincerely, ÐolrYL-S Go~h Dolores Gough Hazardous Materials Specialist Hazardous Materials Management Program DG:cd dolores\roberts. let .... . fN _ GAS ÚJ (.) 2' íPH 14.~ Î o '~ vf'-'fji. Ir' I~ LOG I (¡;¡' () f G 20') ¡; Æ.. - I Ben 5 Z~.4 /. (, I 17'# 1no S'U'IO , &t- It) Ñ() J.JO wµ 34- IJ!) í~ I:ì ~(~ LJ :2 "Of G~ S1.t871 ® r)¡rF,l.. . "' @'"", ~[@J. &' !2 I 8 !:>ìf-8 zc;/ @pµ ~40¡OÐ -wo(.& &fY 7&~ ßb ¥ @ ø ®~ ÍÀ~ç @ @ ;;;.1 lPH{ ~ I~~ c, ~ t'N .., r I "-' ';;'.::.J D I ;-'v~~'FU-@ /5 I J cÞ-" €. ~ ,£) /i;. 1.....-' ~ Þ A", &/ B ··r· 0,(,. IS' ~07iJì) 1 t S"'d ¡,. 7 0 ~/(Ù ZO' q C; fY'I) 7CJf£¡7 J D"I '"> 'ì" .;.. :) U U Jç' '373 '5 ì~ 113 @ (þ@~, TPJI 5: 06 lB.' . , (j TPH 17" °G ~ lO-J Š JH-..P @ Ql .;;./ &.;/ ~ G ~8, TPH(D) 9.<. (/ ()i/ -r c. S- í?tt{ D) N:.. · "- CONTRACTOR NO: 15000 SITE NO: 200005 SITE NMtE: It () WATER RESOURES CONTROL BOARD DIVISION OF WATER QUALITY UST CLEANUP PROGRAM SITE SPECIFIC QUARTERLY REPORT SOURCE OF FUNDS: SUBSTANCE: 12036 FEDERAL EXEMPT: N PETROLEUH: Y CARNATION COMPANY DATE REPORTED: 10/21/87 ADDRESS: 201 SOUTH UNION DATE CONFIRMED: 10/21/87 CITY/ZIP: BAKERSFIELD, CA 93307 CATEGORY: CASE TYPE: S RP SEARCH: S PRELIMINARY ASSESSMENT: C REMEDIAL INVESTIGATION: U REMEDIAL ACTION: POST REMEDIAL ACTION MONITORING ENFORCE~ENT ACTION TAKEN: , RAP REQUIRED: CASE CLOSED: SITE STATUS CONTRACT STATUS: 5 EMERGENCY RESPONSE: DATE UNDERWAY: 10/21/87 DATE COMPLETED: 10/21/87 DATE UNDERWAY: 10/22/87 DATE COMPLETED: 12/07/87 DATE UNDERWAY: 03/30/88 DATE COHPLETED: / / DATE UNDERWAY: / / DATE COHPLETED: / / DATE UNDERWAY: / / DATE COMPLETED: TYPE: DATE TAKEN: DATE APPROVED: DATE CLOSED: / / REMEDIAL ACTIONS TAKEN: DATE EXCAVATION STARTED: RESPONSIBLE PARTY .- SPECIALIST: %-¿ ') ~ONTACT NAME: KERRY ROBERTS PLANT HANAGER COMPANY NAME: CARNATION COMPANY SENSITIVITY: NES VERIFIED (X)' ADDRESS: 201 SOUTH UNION DATE OF REPORT: OS/23/90 CITY/STATE: BAKERSFIELD, CA 93307 ABANDONMENT #: A 557-20 LEAK REPORT: Y · tit RESOURCE MANAGEMENT AGENCY ~ RANDALL L. ABBOTT DIRECTOR DAVID PRICE III ASSISTANT DIRECTOR Environmental Health Services Department STEVE McCAU.EY, REHS, DIRECTOR Air Pollution Control District WILLIAM J. RODDY, APCO Planning & Development Services Department TED JAMES, AlCP, DIRECTOR ENVIRONMENTAL HEALTH SERVICES DEPARTMENT January 3, 1991 Ms. Cheryl Sandifer Carnation, Inc. 201 Union Avenue Bakersfield, CA 93307 SUBJECT: Location: Known As: Permit #: 201 Union Avenue, Bakersfield, CA Carnation (Favorite Foods) 200005 Dear Ms. Sandifer: The site mitigation workplan submitted by Groundwater Resources Inc. has been reviewed. The vapor extraction pilot study is approved. This Department requires periodic status reports on the program and notification of any sampling and changes with the study. Please notify this Department 24 to 48 hours prior to drilling and sampling of the proposed two (2) wells for the sfudy. Permits from· the Kern County Air Pollution Control District are also required before the extraction unit is placed in operation. If there are any further questions, please call me at (805) 861-3636, ext. 566. S~~D · ~Chael Dr1g~ Hazardous Ma~~als Specialist Hazardous Materials Management Program MD : j g cc: Groundwater Resources Inc. 2700 "M" STREET, SUITE 300 BAKERSFIELD, CAUFORNIA 93301 (805) 861-3636 FAX: (805) AAl-:W2Q RANDALL L. ABBOTT Agency Director (805) 861·3502 . - 2700 M Street. Suite 300 Bakersfield. CA 93301 Telephone (805) 861·3636 Telecopier (805) 861-3429 .... STEVE McCALLEY Director RESOURCE MANAGEMENT AGENCY DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES September 14, 1990 Ms. Cheryl Sandifer Carnation Company 201 Union Avenue Bakersfield, CA 93307 Subject: Location Known As Permit # 201 Union Avenue, Bakersfield Carnation (Favorite Foods) 200005 Dear Ms. Sandifer: This Department has reviewed the workplan addendum submitted by Groundwater Resources, Inc., for the above-named facility. The workplan is acceptable for investigation of contamination at this former underground tank site. Please notify this Department 24 to 48 hours prior to soil sampling. After completion of sampling and analyses, a complete report describing the extent of contamination, remedial alternatives, and professional recommendations must be submitted to this Department for evaluation within 60 days. 566. If you have any questions, you may contact me at (805) 861-3636, Extension N\~:Q°burs: Michae] Driggs ~ Hazardous Materi s Specialist Hazardous Material Management Program MD:jrw cc: Groundwater Resources, Inc. (hazmat \driggs \carna- h.m41) ·~ . - WILLIAM H. PARK @- \D) G ("'" Œ U '(I \~~ 0 LDJ b -- \ I~ t--\ 2 1 Î988 ,....; " K~RN CCUN1Y HE-XLIH OEPT REGISTERED GEOLOGIST NO. 2271 3040 19TH STREET. SUITE 10 BAKERSFIELD. CALIFORNIA 93301 TELEPHONE (805) 327-9681 January 19, 1988 Mr. Bill Scheide c/o Kern County Health Department 1700 Flower Street Bakersfield, California 93305 Dear Mr. Scheide: Subsequent 'to conversations with Mr. Ken Harris of Carnation and Mr. Tim Brown of E.S.T.I. Engineering, I am proposing an addition to my already completed site assessment work at the Carnation plant located in Bakersfield, California. ,. The site assessment included an investigation of contamination below a dispenser island and a new oil tank. The site assessment was completed in December 1987 and mitigation measures recommended. I understand that you have expressed concern with the distance and degree of contamination under the shop building at the dispenser island (see Attachment A). My P'J;oposal consists of cutting a hole throught the floor of the shop building and drilling a test hole to a minimum of 15 feet ör until contamination is penetrated. The test hole would be located about 4 feet from the east wall due to a work bench about 6 feet from the north wall. Samples would be taken at 5 foot intervals starting at 5 feet below the surface. Sampling and sample analysis would be as per my site assessment report of December 1987. Completion of this plan will furnish the data needed to ascertain the distance and degree of contamination under the shop building. Sampling and sample management of soil samples will be in accord with the sampling, planning, methodology, and equipment, and the sample processing, documentation, and custody procedures specified by the Environmental Protection Agency in SW-846. · - ,,- Mr. Bill Scheide January 19, 1988 Page 2 of 2 All work would be in cooperatlon with the Kern County Health- Department. If you have any questions, please feel free to call. DRS/jk Yours truly, aa#/!~ Duane R. Smith Registered Geologist State of California No. 3584 WILLIAM H. PARK . - , N 5cÞ-LE": / If. .3' . T.H. E / ! ( \ Cc;.vC/Zér£ ÆE,A-10UAL .,q a£ "q \ :5LI6HTLV ~ CO/VT,qM//V4T£O AREA ~ APPROX. G FOOT SOIL HA5 BEEtV' 7/'-1/5 ,Q/<.¿;q- OF <ONTAMltvAT£O 'EfVI()Vé:O FROM - -- B 6' ~ - PI?EL/M/NARY TEST HOLE: LocAT/ON . TEST HOLE ¿oCA TIO/../ FOI< 5/T£ C/l191<4C-r£R /Z.~T/ON .:sTuD y. CARNA T/oN PLAN T DISPENSER. ISLAND \ ;1 I W H. PARK AND AS50C/ArES - Oc.rOð£R /987 ,. -L_ . _ _ '-'- _ _ .. ..L. "J\ -. tt~~d~ ¡,e,¿þ~ 1 ~/[£ d ~ 4t 5: 1Þ1~~ ÍÍI /l a4. -I¡¿ CMc ø;¡ /d )ø~-d dZ< ;if{ ~. AtÌÍ¿;I (j~/if)... / . ~. .-..:rp~L.. d-~~..ð~Z. hÆ:l1t- #A ¿lK¿ð ~.~- ðl c:~--ßi~tdø!- ~p:::#~~2;;:þ: . ~?;~:::9~ . ~/~~~~~&Æ ~Á~~.~.-~1i4, If¿~~»uø~~,~ ~ ~1/Æ~<f::f~~ ¿;~;;&C. . e PROVIDE DRAWING OF PHYSICAl e fOUT OF FACILITY USING SPACE. 'IDED BEI..CW. -- ALL OF THE FOLIDWING INFORMATION MUST BE INCLUDED IN ORDER FOR APPLICATION 1'0 BE -- PRecESSED: TANK(S) , PIPING & DISPENSER(S), INCLUDING LENGTHS AND DIMENSIONS PROPOSED SAMPLING LCCATIONS DESIGNATED BY THIS SYMBOL II ® II NEAREST STREET OR INTERSECTION ANY WATER WELlS OR SURFACE WATERS WITHIN 100 I RADIUS OF FACILITY NORTH ARRCW e e ..,- - F r U; CONTENTS INVENTORY CO-VnCrh()N DQ·Jv-í~.tJ OOPennit to Operate ~ d20000,-~ DConstru~tion Permit # DPermit to abandon~ DAmended Permit Conditions ~Permit Application Form, DApplication to Abandon DAnnual Report Forms - Facility No. of Tanks Date Date Date -- Tank Sheets tanks(s) 'T\ø+ rp)Ofl5 . Date ~ Dcopy of Written Contract Between Owner & Operator [JInspection Reports ·~correSp.~nd~.~ce -up¿eceiv~d :. h.?L ;J ___. . , ~1i;t~1;~5ifr 'f¡il Cor r es ~n~enc/e ....._- ~ai 1 ed/ .' "" 1- vI¡ œ 0 ,arWlpU i.t.i-t!-eJ /Ai- ' - Date Date Date t-12-f7 7-ZI-Y7 4'-2i-~7 Date Date Date s- ø - g7 o Unauthori zed Release Reports OAbandonment/Closure Reports o Sampl ing/Lab Reports DMVF Compliance Check (New Construction o STD Compl iance Check (New Construction o MVF Plan Check (New Construct ion) o SID Plan Check (New Construction) DMVF Plan Check (Existing Facility) DSTD Plan Check (Existing Facility) [J" Incomplete Appl ication" Form OPermit Application Checklist OPermit Instructions ODiscarded :ø Tightness Test Resul ts B/I j:2Jtr Checklist) Checklist) Date Date Date 6 --)ò·~87 []Monitoring Well Construction Data/Permits ----------------------------------------------------------------- [JEnvironmental Sensitivity Data: DGroundwater Drilling, Boring Logs []Location of Water Wells (]Statement of Underground Conduits ~Plot Plan Featuring All Environmentally Sensitive Data []Photos Construction Drawings Location -::¡-de.5 DHalf sheet showing ate c:,eceiv~_d and ~a~ly. of inspection time, etc 1"(M~el1aneous "::,<a¡;~1:/~ -7<d"'l-JoeJd 7:4T: 17-17-'0 . Jø1l c/a·! ..J-...; 1:-...- . - I)~ b e ¡JGS t'-02~- 'ðs æ e FILE CUNTENTS 1 NVENTUfle ...- - Fac i 1 ity CAItlJATIO p.J Co M "tttl y Permit to Abandon # Permit to Construct # Permit to Operate # Appl ication to Abandon .2... Application to Construct Application to Operate Amended Permit Conditions Annual Report Forms Tank Sheets of Tanks Date Date Date LJate Tank(s) 'O/~/17 I Plot Plans Copy of Written Contract Between Owner & Operator Inspection Reports Correspondence - Received Date Date Date Date Date Correspondence - Mailed Date Date Date Date Date Unauthorized Release Reports Abandonment/Closure Reports Sampling/Lab Reports MVF Compliance Check (New Construction STD Compliance Check (New Construction MVF Plan Check (New Construction) STD Plan Check (New Construction) MVF Plan Check (Existing Facility) STD Plan Check (Existing Facility) "Incomplete Application" Form Permit Application Checklist Permit Instructions Tightness Test Results Checklist) Checklist) Discarded Date Date Date Monitoring Well Construction Data/Permits .- - - - - - - - - - - -. - - - .- - - - - - - - - - - - Environmental Sensitivity Data: Groundwater Drilling, Boring Logs Location of Water Wells Statement of Underground Conduits Plot Plan Peaturing All Environmentally Sensitive Data Photos Construction Drawings Location: Miscellaneous - -- - - - - - - R~uRCE MANAGEMENT ~-..¿'lCY .... -RANDALL L. ABBOTI DIRECTOR DAVID PRICE III ASSIST ANT DIRECTOR Environmental Health Services Department STEVE McCALLEY, REHS, DIRECTOR Air Pollution Control District WIlLIAM J. RODDY, APCO Planning & Development Services Department TED JAMES, AICP, DIRECTOR ENVIRONMENTAL HEALTH SERVICES DEPARTMENT April 23, 1992 Alan Paredes Favorite Foods, Inc. 201 Union Avenue Bakersfield, CA 93307 SUBJECT: Location Known As Permit # 201 Union Avenue, Bakersfield, California Carnation, Inc.-Favorite Foods Facility 200005 Dear Mr. Paredes: This letter confirms the completion of site investigation and remedial action at the above site. With the provision that the information provided to this agency was accurate and representative of existing conditions, it is the position of this office that no further action is required at this time. Please be advised that this letter does not relieve you of any liability under the California Health and Safety Code or Water Code for past, present, or future operations at the site. Nor does it relieve you of the responsibility to clean up existing, additional, or previously unidentified conditions at the site which cause or threaten to cause pollution or nuisance or otherwise pose a threat to water quality or public health. Additionally, be advised that changes in the present or proposed use of the site may require further site characterization and mitigation activity. It is the property owner's responsibility to notify this agency of any changes in report content, future contamination findings, or site usage. If you have any questions regarding this matter, please contact Michael Driggs at (805) 861-3636, Extension 566. As:re6~~ Joe Cañas, ,R.E.H.S. Interim Program Manager Hazardous Materials Management Program MD:jrw (hm\driggs\200005.b) 2700 "M" STREET, SUITE 300 BAKERSFIELD, CALIFORNIA 93301 (805) 861-3636 FAX: (805) 861-3429 IAlJJRCE MANAGEMENT.c:..~CY ~'- RANDALL L. ABBOTT DIRECTOR DAVID PRICE III ASSISTANT DIRECTOR Environmental Health Services Department STEVE McCALLEY. REHS. DIRECTOR Air Pollution Control District WlUJAM J. RODDY. APCO Planning & Development Services Department TED JAMES. AICP, DIRECTOR ENVIRONMENTAL HEALTH SERVICES DEPARTMENT February 11, 1992 Alan Paredes Carnation, Inc. 201 Union Avenue Bakersfield, CA 93307 SUBJECT: Location: Known As: Permit #: 201 Union Avenue, Bakersfield, CA CarnationlFavorite Foods 200005 Dear Mr. Paredes: This Department has reviewed the Vapor Extraction Closure Report submitted by RESNNGroundwater Resources, Inc., on behCj.lf of the above-referenced facility. The request to terminate any further vapor extraction of the gasoline plume and properly abandon the three recovery wells is approved. The final closure of this site will require a Risk Assessment be conducted. . The total petroleum hydrocarbons (TPH-Diesel) still demonstrated at this site greatly exceeds the levels which can be left in place, allowable by the State Water Resources Control Board's LUFf (Leaking Underground Fuel Tank) field manual. Although groundwater is relatively deep in this area, a risk analysis is necessary to determine the potential long-term risk to the water and to the public health and safety of the environment. The present concrete/asphalt "cap" would also need to be maintained to prevent an infiltration from external water sources. After this assessment has been received and reviewed by this Department, it is likely a closure letter will be issued. " 2700 "M" STREET. SUITE 300 BAKERSFIELD, CALIFORNIA 93301 (805) 861-3636 FAX: (805) 861-3429 e· e Alan Paredes ~'- February 11, 1992 Page 2 If there are any further questions, please do not hesitate to call me at (805) 861-3636, Extension 566. Sincerely, ~~~~s Hazardous Materials Specialist II Hazardous Materials Management Program MD:cas cc: Robert Becker - RESNNGroundwater Resources, Inc. File \200005Jtr e. e /"\ . groundwater resources inC. ..._ ~ A RESNA Company 150050. UNION AVE. BAKERSFIEI.D, C,\I.IFOl<NIA <)3]07 -.,~~..... .iiJ- -."WE" Environmental Solutions Through Applied Science, Engineering & Construction General Engineering Contr;Klor Class tVH.lz License No. 6095ï2 r-·----· .,' - January 6, 1992 ~ J¡~N -.. 6 '~- ,~ Mr. Michael Driggs Kern County Department of Environmental Health Services 2700 M Street, Suite 300 Bakersfield, Califonria 93301 L_____,_ -_.. ~----, Re: Favorite Foods Facility Vapor Extraction Closure Report 201 Union Ave. Bakersfield, California Dear Mr. Driggs, INTRODUCTION A vapor extraction system was installed in July, 1991, to extract a vadose hydrocarbon plume beneath a former dispenser island at the above referenced site (see Plate 1). The vapor extraction system was operational from July 16, 1991 to December 12, 1991. Total Petroleum Hydrocarbons (TPH) as gasoline decreased steadily over this time period, declining from an original 38 ug/cc to 0.13 ug/cc in air samples (see Appendix A for vapor extraction field and lab data). Verbal approval was received from the Kern County Department of Environmental Health Services (KCDEHS) to drill two confirmation borings within the plume to judge the effectiveness of the vapor extraction process to date. PROCEDURES Two soil borings were drilled on December 23, 1991; boring B-1 was located within ~e truck port adjacent to recovery well RW-I, and Boring B-2 was located within the shop building adjacent to recovery well RW-2 (see Plot Plan, Plate 2). Boring B-1 was advanced to a total depth of 20 feet and B-2 was advanced to 15 feet (see, Plates 3 & 4). Melton Drilling Company of Bakersfield, California performed the drilling using a forklift mounted drilling rig with eight':'inch diameter continuous-flight hollow-stem augers. Soil samples were collected every 5-feet, labeled, sealed, and placed in a cooler with ice for transport to a California certified analytical laboratory under a chain of custody document. The California split-spoon sampler was decontaminated between each sample to prevent cross-contamination. FINDINGS The soil samples were taken to SMC Laboratories in Bakersfield, California and analyzed for TPH as gasoline and diesel and for Benzene, Toluene, Xylenes and Ethylbenzene MAILING ADDRESS: P. O. BOX 9383, BAKERSFIELD, CA 93389 (805) 835-7700 FAX (805) 835-7717 e e ...- . Mr. Michael Driggs KCDEHS Favorite Foods Closure Report January 6, 1992 -., 1!1' t!!!l aø II!. ..~.."......... (BTX & E). Table 1 presents the analytical results for the soil samples. See Appendix B for complete analytical reports and a chain of custody document TABLE 1 Analytical Results For 5011 Samples (Results In parts per million) Total Ethyl- Soil Sample 8enzene Toluene Xylenes benzene TPH(D) TPH(G) 81-1 (5') 0,046 0.19 42.6 <0.005 20,000 <1.0 81-2 (10') <0.005 <0.005 4.05 <0.005 1 7,000 <1.0 81-3 (15') <0.005 0.12 7,0 1.2 1 7,000 <1.0 81-4 (20') <0.062 '0.44 56,1 2.7 15.000 <1.0 82-5 (5') 0.069 0.21 0.57 <0.005 6,600 <1.0 82-6 (10') <0.005 <0.005 <0.005 <0.005 <10 <1.0 82-7 (15') <0.005 <0.005 0.16 <0.005 <10 13 TPH = Total Petroleum Hydrocarbons, (D) = Diesel. (G) = Gasoline CONCLUSIONS The analytical results show that the TPH gasoline and BTX & E concentrations are well below acceptable levels in both soil boring locations. TPH diesel concentrations are above 10,000 ppm at boring B-1, but should be non-mobile due to the heavy end hydrocarbons present and the cement surface cap existing at the site. In the latest Kern County Water Agency Report on Water Conditions ID-4, dated February 1, 1991, groundwater was reported to be approximately 190 feet below the site (during September, 1990). Previous subsurface assessments at this site have defined this hydrocarbon plume to be limited to a depth of 25-feet (see Plate 5). So the diesel plume is approximately 165 feet from the present unconfmed aquifer. The goal of this project was to remove the volatile organic compounds from the soil plume and reduce the diesel portion of the plume to a non-mobile state. According to the analytical results this has been accomplished. The remaining impacted soil will continue to naturally degrade. By already increasing the oxygen content of the soil through the vapor extraction process, this degradation should take place at a faster pace. RECOMMENDATIONS RESNA recommends closing this site and properly abandoning the three recovery wells. Further vapor extraction of this plume is not warranted. e - .... . Mr. Michàel Driggs KCDEHS Favorite Foods Closure Report January 6, 1992 -"'_allI! .iã~..,IrW"" LIMIT ATIONS This report was prepared for the exclusive use of Favorite Foods as it relates to the property described. The discussion and conclusions presented in this report are based on: The test borings performed at this site. The observations of field personnel. The results of laboratory tests performed by SMC Laboratory, Bakersfield, California. Our understanding of the regulations of Kern County and the California Regional Water Quality Control Board. Possible variations in the soil or groundwater conditions which may exist beyond the points explored in this investigation might effect the validity of this report unless those variations or conditions come to our attention and are reviewed and assimilated into the conclusions and recommendations of this report. Also, changes in the hydrologic conditions found could occur with time due to variations in rainfall, temperature, regional water usage, or other factors, any of which could effect this report. . The services performed by RESNA have been conducted in a manner consistent with the levels of care and skill ordinarily exercised by professionals currently practicing under similar conditions in California. The absence of contamination on or beneath the property cannot be guaranteed by this report. RESNA is not responsible for any contamination or hazardous material found on the property. No other warranty expressed or implied, is made. Respectively Submitted RESNA/Groundwater Resources Inc. u~/< ~-L- Robert J. Becker Registered Geologist #507 6 RJB:tab:macpvt Enclosures: Plate 1 - Location Map Plate 2 - Plot Plan Plate 3 - Cross-Section Plate 4 - Boring B-1 Plate 5 - Boring B-2 Appendix A - Vapor Extraction Field & Lab Data Appendix B - Chain-of-Custody and Laboratory Results ~l;:;{~ Registered Geologist #720 cc: Rick Flaget, Nestle U.S.A. Alan Parades, Nestle U.S.A. Bob Snook, Favorite Foods ...- - ;: , .....y.,..-.-....-.. .... .' . .... ..... . ~ ·-"'11."" '1'1 "~;¡." 1 ~;'!. 'I; . . ,.-.... . ... ~ r\ groundwater resources. Inc. ~ enviolonmentaVgootechnical services PROJECT NUMBER: 960·4 PLATE CARNATION PLANT 201 Union Avenue Bakersfield. California 1 LOCA1'ION MAP -' ....' - PN Composite I PS Composite R E S I D E N T A L A R E A e e MOTEL AND RESTAURANT COMPLEX (FORMERLY THE BLACK ANGUS) Aerating Soil Approx. 65-70 Cubic Yards of Soil DIRT LOT (NOT TO SCALE) PARKING CANOP v S T R E E T Gasoline Tank (7,500 Gallon) ~ New Oil Tank (1.000 Gallon) ~ CARNATION BUll.DING " & R OLD E REST AURANT S (NOW T WAREHOUSE FOR WARNER CABLE) F 3rd STREET LEGEND ~ FORMER TANK LOCATION . Soil Sample Location .. Vadose Extraction Well o Boring Location (f.H. = TEST HOLE) ... Path of Directional Boring .. SCALE (APPROX.) I ~ I o 1 20FT. Diesel Tank (/.500 Gallon) . I GRI'I~ ~ §-~ Phantom Tank er I Island S L A N COVERED D TRUCKPORT o GRI-2 BEACON CARDLOCK GAS STATION ~ Drivewa FuelOil /¡ and Diesel Tank (3000 + Gallons) Driveway 2nd STREET r-\ groundwater resources, inc. wp ~ Waste Oil (1,000 Gallon) SHOP BUllJ)ING environmental/geotechnical services MOTOR CITY GMC REVISED: FROM W.H. PARK & ASSOC. CARNATION PLANT 201 UNOIN ST. BAKERSFIELD, CA. PLOT PLAN R o Y A U L N I P o A N L M A S V M E 0 T E L PLATE 2 e e ANALYSES SAMPLE Lab Field ~ - õ ~ ;::) i ;:¿ a: -g (/ TIP 0 w >- G) Boring Abandonment Benzene (,) t > CD (/ 1j' SOIL DESCRIPTION TPH P.I.D. ~ ~ a: ::E >- en 9 ~ ;::) ~ 0 Diesel ppm w ~ Z õ en Gas CD C .c :; == ppm Cement Interbedde~ Silty Sands and Sandy Silts, darK brown staining, moderate odor. 0.046 20,000 <1.0 Interbedded Silty Sands and Sandy Silts, darK brown staining, moderate odor. <0.005 17,000 <1.0 <0.005 17,000 <1.0 <0.005 15,000 <1.0 SURFACE ELEVATION: LOGGED BY: RJB TOTAL DEPTH: 20 Ft. SUPERVISED BY: RJY DATE DRillED: 12/23/91 DIAMETER of BORING: 8" WATER ENCOUNTERED AT: NA GROUNDWATER RESOURCES, INC. LOCATION: Carnation/Favorite Foods PLATE (805)835-7700 Over Fonner 201 Union St. 3 environmental/geotechnical services DlsDenser Bakersfield, CA LOG OF BORING B-1 PROJECT NUMBER: 960-4 page 1 of 1 e, e . ANALYSES SAMPLE Lab Field !ž î ~ å ~. :::> ...J a: ïñ 0 < w C) Benzene TIP to >- "9 Boring Abandonment (,) > CD IJ SOIL DESCRIPTION TPH 3: F a: :E >- cñ P.I.D. 9 w :::> ~ cj Diesel a.. I- Z ppm w ~ Õ cñ Gas CD c .s:::. ::i == ppm 0.069 6,600 <1.0 Interbedded Silty Sands and Sandy Silts, dar1< brown staining, moderate odor. <0.005 <10 <1.0 <0.005 <10 13 Interbedded Silty Sands and Sandy Silts, dar1< brown staining, moderate odor. SURFACE ELEVATION: LOGGED BY: SS TOTAL DEPTH: 15 Ft. SUPERVISED BY: RJB DATE DRILLED: 12/23/91 DIAMETER of BORING: 8" WATER ENCOUNTERED AT: NA GROUNDWATER RESOURCES,INC. LOCATION: Carnation/Favorite Foods PLATE (805)835-7700 Inside Shop 201 Union St. 4 environmental/geotechnical services Bulldlna Bakersfield, CA PROJECT NUMBER: 960-4 LOG OF BORING B-2 page 1 of 1 TRUCK-PORT..... . East ~ ~ c ..... :r: a: 0 ¡-: D E P T 10 H B E L 0 20 W S U R 30 F A C E 40 PLATE 5 SHOP BUILDING u. :r: ¡-: West A' All TPH Values are Diesel Unless Otherwise Noted - HORIZONTAL SCALE (In feet) LEGEND * Soil Sample Location All Concentrations in ppm ND = None Detected 26.39 Benzene 7072.99(D) TPH diesel 3696.5(G) TPH gas ALab I . [Y] na yslS .... Proposed Vadose Well a Silt ~ Clay Em Silty Sand . Gravel flli] Sand ~ Backfill e Boring o I 5 Cross-Section A-A' Carnation/Favorite Foods 201 Union Ave. Bakersfield California Plume Diagram (previous to vapor extraction) DATE: 01/07/91 PROJECT NUMBER: 960-4 ......... JIll ~.....- ......... - -- - ..~....... Environmental Solutions Through Applied Science. Engineering & Construction · e FAVORITE FOODS .... APPENDIX A CARNATION/Fav. Foods PROJECT CARNATION I FAVORITE FOODS BAKERSAELD. CA. VaDor Extraction Data RE<D1œ I · CARBON INLET · WELLS · COMMENTS , · · · Bold Values are from Certified Labs · FUJ STACK STACK INLET INLET INLET Betwn 1 & 2 · · Other Values are from GRl's GC and Relc TIME · HAS "H2O uq/cc Hnu "H2O 02 ua/cc · "H2O Hnu œ'/o · Data Collected. .............. · ...... ....* ...*. ..... ..... ..... .......... . *.*.* ..... *.... . .* ................ * ... *. .*.... 2/12/91 3:00 · 3 200 0.4 · 0.2 170 ? · Pilot Test 7/1/91 3:02 · 5 1.35 <1 140 1.15 <1 · 0.25 170 · S-1 (stack) ND 7/2/91 2:40· 6 1.25 140 0.85 15 · 0.25 160 · Hiqh Methane Readinas on OVA 1000+ 7/3/91 11 :30 . 18 1.1 150 0.9 17 · 0.25 145 11 . 34" Vac on RW-1: GRI-1, RW-2 Inlet 7/8/91 3:05 . 36 1.2 160 0.95 18 · 0.25 170 8.6 · Sensor .5 to 1.1 % LEL 7/9/91 4:00 · 59.5 1.2 145 0.95 16.2 · 0.25 150 12 · 7/10/91 10:15 · 75.5 1.2 125 0.95 17 <1 · 0.25 100 13.3 · 1 &2 Spl = ND «1), Cal LEL Sensor 7/11/91 9:00 · 76.5 1.2 <1 130 0.95 17 <1 · 0.25 140 10 . Start 4-Hour Test, Stack-1 NO (<1) 10:00 . 77.5 1.2 <1 120 0.95 17 <1 · 0.25 140 · Stack-2 ND «1) 11 :00 · 78.5 1.2 <1 130 0.95 17 <1 · 0.25 140 · Stack-3 NO «1) 12:00 · 79.5 1.2 <1 130 0.95 16.7 <1 · 0.25 140 · Stack-4 ND «1) 1 :00 · 90.5 1.2 <1 140 0.95 17 <1 · 0.25 135 13 · Stack-5 ND «1) 7/12/91 3:00· 106.5 1.2 140 0.95 17 · 0.25 · 7/15/91 2:20 . 118.5 1.2 <1 135 0.93 16.5 <1 · 0.3 140 10.5 · Sensor 0.4% LEL, Stack ND 7/16/91 3:45 · 142.5 1.17 <1 120 0,93 17.5 <1 · 0.3 140 14.5 · SDI RW-1. Stack NO 7/17/91 4:15 · 166.5 1.17 <1 120 0.93 18.5 <1 · 0.3 140 14.8 . RW-1 28" H20 Vac. Cal LEL to 108% 7/18/91 3:55· 190.5 1.2 <1 105 0.91 18 <1 · 0.3 135 15.4 . OVA 1000+ at RW-1, Ooen GRI-1 7/19/91 4:00· 214.5 1.25 <1 100 0.95 17.2 <1 · 0.3 135 15.6 . Close GRI-1, RW-1 Ooen, others inlets 7/20/91 . 238.5 1.25 100 0.95 17.2 · 0.3 135 15.6 . 7/21/91 . 262.5 1.25 100 0.95 17.2 · 0.3 135 15.6 · 7/22/91 . 286.5 1.17 100 0.93 19.5 · 0,3 90, · 7/23/91 · 310.5 1.17 100 0.93 19.5 · 0.3 90 · 7/24/91 . 334.5 0.93 · 0.3 · 7/25/91 . 358.5 0.93 · 0.3 · 7/26/91 · 382.5 1.15 <1 85 0.87 18.8 <1 · 0.3 90 16.7· 30" H20 vac on RW-1 7/27 to 8/2/91 · 550.5 1.15 <1 80 0.87 19.2 0.05 · 0.3 85 17.3 · #1 Close to SatJRW-1 = 1.7 Uq/cc (GRI) 8/5/91 3:00 · 606.5 1.1 · 0.3 · HNUREADINGS INCR BTWN 1 & 2 Page 1 - e I I CARNATION/Fav. Foods . CARNATION Calculated Data CARBON INLET WELL FLOW Inlet cumulative inlet HC removal Cumulative well cumulative ext VOC's HC removal CumulativE flow air flow cone. rate HC's xtrctd flow air flow, cone. rate HC's xtretd cfm Blower, MCJ a/cc Ibs/day Ibs cfm wells, MCF glce Ibs/dav Ibs 55.2 13.6 3.80E-05 188.65 32.28 2/12/91 3:00 39.0 0.0 3.80E-05 258.31 32.28 93.6 24,8 4.34E-06 36.53 35.32 7/1/91. 3:02 43.7 5.3 3.80E-06 14.91 33,52 80.5 29.7 4.34E-06 36.53 36.63 7/2/91 2:40 43.7 7.9 3.80E-06 14.91 34.14 83.0 89.4 4.34E-06 32.39 52.83 7/3/91 11 :30 43.7 39.3 5.70E-06 22.37 45.33 85.1 181.3 4.34E-06 33.20 77.73 7/8/91 3:05 43.7 86.4 5.70E-06 22.37 62.10 85.1 301.3 4.34E-06 33.20 110.23 7/9/91 4:00 43.7 148.0 5.70E-06 22.37 84.01 85.1 383.0 2.07E--06 15.84 120.79 7/10/91 10:15 43.7 189.9 5.70E-06 22.37 98.92 85.1 388.1 3.10E-06 23.72 121.78 7/11/91 9:00 43.7 192.5 6.40E-06 25.12 99.97 85.1 393.2 2.46E-06 18.82 122.56 1/0/00 10:00 43.7 195.1 6AOE-06 25.12 101.01 85.1 398.3 2.87E-06 21.96 123.48 1/0/00 11 :00 43.7 197.7 6.40E-06 25.12 102.06 85,1 403.4 3.24E-06 24.79 124.51 1/0/00 12:00 43,7 200.4 6.40E-06 25.12 1 03.11 85.1 459.6 3.16E-06 24.18 135.59 1/0/00 1 :00 43.7 229.2 4.92E-06 19.31 111.95 85.1 54004 3.16E-06 24.18 151.71 7/12/91 3:00 43.7 271.1 4.92E-06 19.31 124.83 84.2 601,0 2.63E-06 19,91 161.66 7/15/91 2:20 47.8 305.5 4.92E-06 21.15 135.40 84.2 722.2 2.40E-06 18.17 179.82 7/16/91 3:45 47.8 374.4 4.00E-06 17.20 152.60 84.2 843.5 2.17E-06 16.43 196.25 7/17/91 4:15 47.8 443.2 3.7GE-06 16.17 168.76 84.2 964.7 1.54E-06 11.66 207.91 7/18/91 3:55 47.8 512.1 3.76E-06 16.17 184.92 85.1 1087.2 1.69E-06 12.93 220.83 7/19/91 4:00 47.8 580.9 3.76E-06 16.17 201.09 85.~ 1209.8 1.69E-06 12.93 233.76 7/20/91 0:00 47.8 649.8 3.76E-06 16.17 217.25 85.1 1332,3 1.69E-06 12.93 246.69 7/21/91 0:00 47.8 718.6 3.76E-06 16.17 233.42 85.1 1454.8 1.69E-06 12.93 259.62 7/22/91 0:00 47.8 787.5 3.76E-06 16.17 249,58 84.2 1576.0 1.69E-06 12.79 272.41 7/23/91 0:00 47.8 856.4 3.76E-06 16.17 265.74 84.2 1697.3 1.69E-06 12.79 285.20 7/24/91 0:00 47,8 925.2 3.76E-06 16.17 281.91 84.2 1818.5. 1.69E-06 12.79 297,99 7/25/91 0:00 47.8 994.1 3.76E-06 16.17 298.07 84.2 1939.7 7.00E-07 5.30 303.29 7/26/91 0:00 47.8 1062.9 1.26E-06 5.42 303.49 81.4 2760.5 5.90E-07 4.32 333.53 7/27 -8/2/91 33.8 1403.6 1.90E-06 5.77 343.90 81.4 3034.1 5.90E-07 4.32 343.60 8/5/91 33.8 1517.2 1.90E-06 5.77 357.37 - e I, I ¡I ! Page 1 I i . I I CARNATION/Fav. Foods PROJECT · CARNAl ION I FAVORITE FOODS BAKERSFIELD. CA. · RECOROO · · · · CARBON INLET · WELLS · COMMENTS · · · TIME · RUN STACK STACK INLET INLET INLET Between 1 & ~ . · · HRS "H2O ug/cc Hnu "H2O 02 ug/cc · "H2O Hnu C~% · .....*........ · ..**** .*.*. ..... ..... ..*** .*..*...*. · **... ..ft.. ..... * .......... ... ..... ...... ..... ... 8/6/91 · 630.5 1.1 50 0,85 15 ppm Hnu · 0.4 55 · All 3 Wells on Vac.lChange out #1 Drum 8/6-8/9/91 · 702.5 1 .1 <1 47 0.82 18 <1 · 0.4 65 17.5 · 8/9-8/16/91 · 870.5 1.05 <1 40 0.8 17.8 0.0166 · 0.4 60 17.3 · Calibrate LEL Sensor 8/17-8/23/91 · 1038.5 1.05 <1 NA 0.85 17 0.052 . 0.4 450(OV A) 16.5· Sensor readinq 1.9% LEL 8/24-9/4/91 · 1302.5 1.1 <1 25 0.85 18.7 0.045 · 0.4 50 18.5 · 9/5-9/10/91 · 1422.5 1.1 <1 25 0.85 18 0.023 . 0.4 50 18 . 9/11 -9/19/91 · 1638.5 1.1 <1 25 0.85 18 0.058 · 0.4 45 18 . 9/20-9/26/91 · 1806.5 1.05 <1 25 0.8 18 0.158 . 0.4 35 17,7· RW-1 on Vac., GRI-1 & RW-2 Inlets 9/27-10/3/91 · 1974.5 0.85 <1 1 65 (T) 0.65 18 0.45· 0.4 160(TIP)17.7 · Open Dilution After Samplinq 10/4-10/14/91 · 2216 1.07 <1 70(T) 0.8 18.5 <0.2 · 0.45 85 IT) 18 · 10/15-10/21/91 · 2384 1.05 <0.2 25 0.8 19.5 0.0285 . 0.45 30 18.2 · Put RW-2 on Vac w/RW-1 10/22-10/29/91 · 2576 1.1 <1 20 0.87 19 0.11 . 0.45 30 18.5 . 10/30-11/4/91 · 2720 1.15 <1 35 0.85 . 19 0.72· 0.45 35 18.5 . Shut-Down System for two weeks 11/18/91 0:00· 2720.5 1.00 <1 25.00 0.85 19.0 · 0.45 30.00 18.5 · Sampled after turned on for 30-minutes 11/19-11/26/91 1 · 2912.5 1.00 <1 20.00 0.85 19.2 <0.03 · 0.45 30.00 18.7 · RW-1 and RW-2 on Vac, GRI-I inlet 11/27-12/6/91 · 3176.5 1.10 <1 35 (T) 0,85 19.0 <0.042 · 0.45 45(T) 19.0 · Drained Water Out Of Carbon · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · . · · · · · · · · Page 1 L ¡ - e CARNATION/Fav. Foods : I CARNA TION CALC LATED DATA CARBON INLET WELL FLOW Inlet cumulative inlet HC removal Cumulative well cumulative ext VOC's HC removal Cumulative flow air flow cone. rate HC's xtrctd flow air flow, cone. rate HC's xtrctd cfm enaine, MCF ua/cc Ibs/day Ibs TIME cfm wells, MCF ug/cc Ibs/dav Ibs 80.5 3150.0 5.90E-07 4.27 347.87 8/6/91 0:00 55.2 1596.7 1.90E-06 9.43 366.80 79.1 3491.5 2.50E-06 17.77 401.17 8/6-8/9/91 55.2 1835.2 1.90E-06 9.43 395.09 78.1 4278.6 5.40E-07 3.79 427.71 8/9-8/16/91 55.2 2391 .8 6.76E-07 3.36 418.58 80,5 5089.9 6.80E-07 4.92 462.15 8/17-8/23/91 55.2 2948.3 6.76E-07 3.36 442.07 80.5 6364.8 1.30E-07 0,94 472.50 8/24-9/4/91 55.2 3822.9 3.30E-07 1.64 460.09 80.5 6944.3 3.00E-08 0.22 473.59 9/5-9/10/91 55.2 4220.4 3.30E-07 1.64 468.28 80.5 7987.4 1.30E-07 0.94 482.05 9/11-9/19/91 55.2 4935.8 4.20E-07 2.08 487.04 78.1 8774.5 1.10E-07 0.77 487.46 9/20-9/26/91 55,2 5492.4 2.90E-07 1.44 497.12 70.4 9484.0 1.20E-0"7 0.76 492,77 9/27-10/3/91 55.2 6048.9 2.90E-07 1.44 507.19 78.1 10615.4 2.57E-07 1,80 510.93 10/4-10/14/91 58.6 6897.5 2.90E-07 1.53 522.56 78.1 11402.5 1.00E-07 0.70 515.84 10/15-10/21/9 58.6 7487.8 2.36E-07 1.24 531.26 81.4 12340.5 1.20E-07 0,88 522.87 10/22-10/29/9 58.6 8162.5 2.36E-07 1.24 541.20 80.5 13035.9 9.50E-08 0.69 526.99 10/30-11/4/91 58.6 8668.4 7.00E-08 0.37 543.41 80.5 13038.3 1.60E-07 1.16 527.02 11/18/91 58.6 8670.2 7.00E-08 0.37 543.42 80.5 13965.6 1.00E-07 0.72 532.81 11/19-11/26/9 58.6 9344.8 7.00E-08 0.37 546.36 80.5 15240.5 1.30E-07 0.94 543.15 11/27-12/6/91 58.6 10272.5 7.00E-08 0.37 550.42 . Page 1 I ~ I - e Chart 1 (12/10/91) Lbs/Oay Extracted CARNATION/FAVORITE FOODS BAKERSFIELD 35 T - - - - - - - - - - - - - - - - - - - - - - - - - - VAPO R EXTRACTiON PROGRESS- - - - - - - - - - - - - . - - . - - . - - - - - - - - - - - - - - - . - . - - - - - - - - - - - 30 Ill?t/9L T-e.sJ_ - - - - - - - - - - - - -. - - . -- -- -- - - - - - - - - - -- - -- - - - - - - - - - -- -- - -- - - - - - -. - -- - - - - -- - - - - - - - - - - -- - - -- - -- - - -- II I 25 ---------- ---- ~ --........... ---..... --.... ...-_.. ----...-.... ---...... ..----------- --- ----........... --------.... -- --........... --.. -... ..-....-.. . Daily Sampling 20 - .- - - - - -. - - - - - - - - -. - - - - - - - - - - - - - _. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -. - - - - -. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- \ ~ -_ _ ~ _ _ _ _ _ _ _ _u _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ __u _ __ _ _ _ _ _ _ _ _ _ u _ _ u _ _ _ _ _ _ _u _ __ _ _ _ __ _ _ _ _ _ _ __ _ _ _ ___u _ _ u _ _ _ _ _ _ _ _____ ~ _ _ _ ~~~~Iy _ _ _a_n:p~i~9 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ 15 Shut Down For Two-Weeks 10 5 ----------. ...... --............ -- --......... ----.. ....- ...--..... -.................. --.... ----.. -- ---............-.. ---... ...........-- ~ I , , , I IIIII . I I I I I ,.... ..- I/) Q) C? ,...... ..- I/) Q) C? ,...... ..- I/) Q) C? ,...... ,... I/) Q) C? I/) . <.0 <.0 <.0 ,...... ,...... OJ co co Q) en 0 0 0 ,... ..- C\I C\I C\I C? Run Time (Days) ..- ..- ,... ,... ..- ..- ,... ,... o I II I I ,... 1.0 m'C? ,.... ..- I/) Q) C? ,.... ..- I/) Q) C? ,... ,... C\I C\I C\I C? C? ~ ~ ~ 1.0 Page 1 ~ , (It e LBS 600.00 500.00 400.00 300.00 200.00 100.00 Chart 2 (12/10/91) TOTAL VOLATILE HYDROCARBONS EXTRACTED 0.00 . I . , . , , , , , , , I . ...- t{) 0') C") I'- ...- t{) 0') C") I'- ...- t{) 0') C") I'- ...- 10 0') C") I'- ...- t{) 0') C") I'- ...- t{) 0') C") I'- ...- t{) 0') C") ...- ...- C\J C\J C\J C") C") 'V ~ ~ t{) LO CD to CD I'- I'- ex:! ex:! ex:! 0') 0') 0 0 0 ...- ...- C\J C\I C\J C") ...- ...- ...- ...- ...- ...- ...- ...- ...- Run Time (Days) Page 1 f , - e I I "",- . e FAVORITE FOODS APPENDIX B · SMC Laboratory .- Client Name: Groundwater Resources, Inc. Address P.O. Box 9383 Bakersfield, Ca. 93389 Attention Bob Becker Date samples received :12-23-91 Date analysis complet'ed: 12-26-91 Date of report :12-26-91 Project Name: Bakersfield Project # 960-4 P.O. # 7382-G RESULTS OF ANALYSIS: #4558 ID:B1-1 Benzene Toluene Ethylbenzene p-Xylene m-Xylene o-Xylene Isopropylbenzene ugm/gm 0.046 0.19 ND 7.6 17 18 ND TPH (Gasoline) ND TPH (Diesel) 20000 e Analytical Chemistry MDL,ugm/gm 0.005 0.005 0.005 0.005 0.005 0.005 0.005 1.0 500 (PQL) Method of Analysis for BTX/TPH (Gasoline): 8020/8015 (PID) Method of Analysis for TPH (Diesel): 3540/8015 (FID) MDL = Minimum Detection Level PQL = Practical Quantitation Level TPH = Total Petroleum Hydrocarbons ugm/gm = micrograms per gram (ppm) ND = None Detected ~~ Kevin Lagan ~ Analytical Chemist 3155 Pegasus Drive P.o. Box 80835 . · Bakersfield, CA 93308 Bakersfield, CA 93380 . · (805) 393, 3597 FAX (805) 393,3623 · e ~... RESULTS OF ANALYSIS: #4559 ID:B1-2 ugm/gm MDL,ugm/gm Benzene ND 0.005 Toluene ND 0.005 Ethylbenzene ND 0.005 p-Xylene 0.45 0.005 m-Xylene 1.8 0.005 o-Xylene 1.8 0.005 Isopropylbenzene ND 0.005 TPH (Gasoline) ND 1.0 TPH (Diesel) 17000 800 (PQL) #4560 ID:B1-3 ugm/gm MDL,ugm/gm Benzene ND 0.005 Toluene 0.12 0.005 Ethylbenzene 1.2 0.005 p-Xylene 1.0 0.005 m-Xylene 3.3 0.005 o-Xylene 2.7 0.005 Isopropylbenzene ND 0.005 TPH (Gasoline) ND 1.0 TPH (Diesel) 17000 1000 (PQL) #4561 ID:B1-4 ugm/gm MDL,ugm/gm Benzene 0.062 0.005 Toluene 0.44 0.005 Ethylbenzene 2.7 0.005 p-Xylene 9.1 0.005 m-Xylene 25 0.005 o-Xylene 22 0.005 Isopropylbenzene ND 0.005 TPH (Gasoline) ND 1.0 TPH (Diesel) 15000 1500 (PQL) ~~ Kevin Lagan Analytical Chemist n~........ ~ =:::;r- .......:fI:!!!I ... .. ...... ...... CHAIN OF CUSTODY RECORD AND ANALYSIS REQUEST PROJECT NO. PAOJECT NAME,SITE ~ =ii ,:\\ 7bð - y ~\Q\'S.\:.\~\ J (/) a: ZERS' (SIG% w .~&f1 ky~LI z (PRINT) 5hQ.(t' )( f ,';t15 ),,'r e <: I- Z 0 a. CD 0 () SAMPLE IDENTIFICATION DATE TIME ::E < PRES. w Ó 0 a: USED ~ () t:) z ð-/- / ·IJ~/').Ji-! Jo 10 '}. J R-/- 1 V? h "Ji'l 10") 0 X A-/-3 /?-)))h, 10 '13 'f. .13-1- if Ir;1j~ 3Á, II 1 0 X . 13- ') - 5 /J.ß.Ji" 1/50 'Á I<-"J..: t l?hl ÁI /1..06 X ,ð-')..- 7 [ph ~/q/ /1.?- (, 'f. RELINQUISHED BY: DATE TIME RECEIVED BY: , I DATE TIME RECEIVED BY: RELINQUISHED BY: RELINQUISHED BY: DATE TIME RECEIVED BY: ANALYSIS REQUESTED I P.O. II: 73'1}.G r c ~ /j I- ~ ~ ~ ~ : ~ ~ ~ t::e rf '"~ -"' ~ ø P ,p 0 ~ §¿ §:i St1c.. L.&t!. < (/) XA'X 5 11-. 4.5~8 xxX /0 H. --I.sS? ^ X X IS rl. $S~ð J.. X X 1-.. D R-. 4sC:,/ X X K S fl. 4 ~~ z... X X {\ 10 It 4 s;- <::. 5 X X X 15 FI '1s-61- . LABORATORY: ç IF C le'Ó PLEASE SEND RESULTS TO: /? 1'" 11" q c REQUESTED TURNAROUND TIME: J- tf hour TIME RECEIVED BY LABO~RY: RECEIPT CONDITION: 2'5?.-1.:' ~ ¿J~ ~/¿ /.:Ç..J'~tÝ ~ LA ~..-;? Á ;::-<"-> '/ . RELINQUISHED BY: ._ if ./ '. /;(-./ ~..:þ......--;/.A./ D~Tj / /;1? & PROJECT MANAGER: &U~ ß~C lQ ---~ -- e ,.- RESULTS OF ANALYSIS: #4562 ID:B2-5 Benzene Toluene Ethylbenzene p-Xylene m-Xylene o-Xylene Isopropylbenzene ugm/gm 0.069 0.21 ND ND 0.39 0.18 ND MDL,ugm/gm 0.005 0.005 0.005 0.005 0.005 0.005 0.005 TPH (Gasoline) ND 1.0 TPH (Diesel) 6600 500 (PQL) #4563 ID:B2-6 ugm/gm MDL,ugm/gm Benzene ND 0.005 Toluene ND 0.005 Ethylbenzene ND 0.005 p-Xylene ND 0.005 m-Xylene ND 0.005 a-Xylene ND 0.005 Isopropylbenzene ND 0.005 TPH (Gasoline) ND 1.0 TPH (Diesel) ND 10. #4564 ID:B2-7 ugm/gm MDL,ugm/gm Benzene ND 0.005 Toluene ND 0.005 Ethylbenzene ND 0.005 p-Xylene ND 0.005 m-Xylene 0.16 0.005 a.-Xylene ND 0.005 Isopropylbenzene ND 0.005 TPH (Gasoline) 13 1.0 TPH (Diesel) ND 10 ~= ø.-- Kevin Lagan Analytical Chemist ~ ~ . RESNA I GROUNDWATER RESOURCES, INC. H1J/-kiflg In Rcs/Orc Nallo:c e 1500 SO. UNION AVE. BAKERSFIELD. CALIFORNIA 93307 ../¡p- General Engineering Contractor Class AlHaz License No. ~9572 , April 25, 1991 ~\3R 2. 6 \99' ~.~chael~ggs Kern County Department of Environmental Health Services 2700 M St. Suite 300 Bakersfield, CA 93301 ~--- RE: Carnation/Favorite Foods 201 Union Ave. Bakersfield, CA Dear ~.Driggs, RESNA/Groundwater Resources Inc. (GRI), sampled the aerating soil piles at the above referenced site on April 8, 1991 (see Plate 1). This is the third sampling event at this site and' the second since aeration started The composite soil samples were analyzed for TPH diesel, oU and grease, and BTXE. Each composite consisted of four samples divided into a PN (north) and PS (south) section lof the soil pile. See Table 1 and enclosures for complete analytical results. TABLE 1 LABORATORY ANALYSIS RESULTS (ppm) Composite Total Ethyl- Soil Sample Benzene Toluene Xylenes benzene TPH(D) Oil/Grease PS (9119/90) ND ND ND ND 280 12000 PN " ND ND ND~ ND 320 9900 AFTER AERATION S (12/20/90) 0.0072 ND ND ND 190 11000 N " ND ND ND ND 160 10000 PS (04/8/91) 0.035 0.11 0.052 0.010 22 9100 PN " 0.036 0.18 0.117 0.021 22 7600 These analytical results show a reduction in both diesel and Oil and Grease concentrations in the soil. Averagê concentrations for TPH diesel have decreased from the original 300 parts per million (ppm) to 22ppm. Average concentrations for Oil and (JreaseJ1ave declined from the original 10950 ppm to 8350 ppm. . MAILING ADDRESS: P. O. BOX 9383. BAKERSFI~lD. CA 93389 (805) 835-7700 FAX (805) 835-7717 ..- April 25, 1991 Mr. Michael Driggs Kern County Department of Environmental Health Services Page 2 . e GRItecommends that no further sampling of this soil pile needs to take place. TPH diesel and oil and grease concenttations continue to naturally decline (see Plate 2). Prês~pt coIÌèentrations' põse'ho threat to the publiß or to the groundwatèr reported to be 0.Y~r ~º!tfeet beneath the site. Only·trace-BTI(·&- E constituents'were detected, indicating-that the hydi'Ocarbórfëönsntùeñts left- in~the-'soiLare, not mobile. A LUFf Field Manual Table 2-1 is enclosed as a general risk analysis of this soil at its present concenttations. If-approved the'soWwill be'spread'across tÌ1e back lot and will co.ntinue to naturally degrade as shown on Plate 2. If there are any questions concerning this project, please contact me at (805) 835-7700. Sincerely, ~~~ fJi ~?/~ Robert J. Bec~r Project Geologist ~!7~ Registered Geologist #720 RJB:rjb Enclosure: Plot Plan (Plate!) Projected Hydrocarbon Degradation (Plate 2) Laboratory Analytical Results LUFf Field Manual Table 2-1 cc: Alan Paredes, Carnation Inc. Rick Flaget, Carnation Inc. Bob Snook, Favorite Foods ..- PN Composite I PS Composite R E S I D E N T A L A R E A -- MOTEL AND RESTAURANT COMPLEX (FORMERLY THE BLACK ANGUS) e Gasoline Tank (7,500 Gallon) Diesel Tank (1.500 Gallon) ~ Now Oil Tonk (1,000 Gollon) I Wuœ ~~OO)~ ~~~Tonk Aerating Soil Approx. 65-70 Cubic Yards of Soil DIRT LOT (NOT TO SCALE) PARKING CANOP v S T R E E T SHOP BUILDING BEACON .CARDLOCK GAS STATION R 0 Y A I U L N I P 0 A N L M A S V M E 0 T E L 3rd STREET LEGEND ~ FORMER TANK LOCATION . Soil Sample Location -$- Vadose Extraction Well o Boring Location (f.H, = TEST HOLE) ..' . .. Path"of Directional Boring SCALE (APPROX.) I b I o 1 20FT. CARNATION BUILDING Dispenser I Island S L A N COVERED D TRUCKPORT OLD REST AURANT (NOW WAREHOUSE FOR WARNER CABLE) THC o GRI-2 ~ Drivewa . FuelOil T¡ and Diesel Tank (3000 + Gallons) Driveway 2nd STREET MOTOR CITY GMC REVISED: FROM W.H. PARK & ASSOC. í\ groundwater resources, inc. WIJ¥. environmental/geotechnical services FORMER TANK LOCATIONS CARNATION PLANT 201 UNOIN ST. BAKERSFIELD. CA. PLOT PLAN & R E S T F RC E I N TT uE RR E PLATE 1 Oil and Grease 12,000 10,000 8000 C o Diesel N C (600) 6000 E N T : (400) 4000 T I o (200) 2000 N S (O) 0 Sept. 90 Dec. 90 _I ~.350Ppm , ,~ ~ ,~ ,~ ,~ Projected Natural Degradation For Oil ,~ and Grease Constituents in Soil ~. ~ "~ .,~ "~ , ,~ "~ ,~ ,~ , , I '~'1 March 92 June 92 Projected Natural Degradation for Diesel Constituents in Soil ~m}/ ---I '...:"....., I March 91 June 91 e I Sept. 91 I Dec. 91 TIME Concentrations in arts er million (200) = Average Diesel Concentrations 0 Analytical Result (average) PLATE Carnation/Favorite Foods r\ 201 Union Avenue groundwater resources, inc. 2 Bakersfield, California ~nVironmental/geoteChnical services Projected Hydrocarbon Degradation in Soil 4/24/91 I ."l·":~.~'~~ ',_/~-':'-'.,... ._..~:~~: ; ,:: It' :~.'. I . _ . ' - , .:~, ".'. . f.._·~' ....·.·Ii.· ; ....'" :.-"':,; -=-~~ ::~:~.- -:'. ;,-.' ,~'~'" . .,.,.: '.'~."." ,. .... '. ' .',; , :~~"::"'.f"-·· .: .. ,"·-'''T:.~;...._r-.,~--, ~ - \. groundwater resources) lnc. ...-/ CHAI N OF CUSTODY RECORD 1500 S. Unlon Avenue Bakersfj e 1 d) CA 93307 Telephone: ( 805 ) 835-7700 Tele-Fax: (80S) 835-7717 LAB DESTINATION: P ROJ E CT N UMBE R :_3..£cL:..'t- PROJECT CO NT ACT: f?/I¿"" .rJ~c/~~r 5 ¡t-t L ¿ltR! P.O. NUMBER__$:'1?'? G- o SAMPLEH(~ (~j.-ture)ß/ Zl- oc. -w COUNTY: /(',P ( ^ / '[ArT,.. 'Í1}" -w Qw . LAB SAM P L E za: ANAL YSI S SAMPLE SAMPLE LOCATION Oz CO NT AI NER NUMBER NUMBER DATE TIME wo REQUESTED TYPE TYPE /¥/~ PAJ-J /.Jlx/G.\ \' 70 JJ /) ~I-. iJ.ï_ \ (" ß." /1 n' -.- \/ {) II /'1: Þrh , -, /¥/7 ó> AI-7 '2' ( ., " ~ ( Ð"?- v r .... /'\: '" ", , ~ \ - - ò / I 7 '.... I I - /¥/8' (J J..) - 1 ( : 1U , c I, ,'; . ·te- I> )..) - t¡ J T '\ / / ,... Ifr'1 f {).J> I I /-V19 1:"1L ( , " '" .\:: . "Ì /~ZO @ç- I LJ ("Icrl ?:vu \ /'i'A tl.. f); /;, -'" \ r " r I ,r, rv~-7 ~- '\.. 10#//I:h_' \ f?T.¡ C i- ,,;, " 1._ ""V '- I/" '''/ /~z/ , .1: 47 , I( 'J , {)Ç-1 -~ / -ç .I -k-- I .., . I' /'v Z 2- -r;l/l/ 1\ I( r ¡ /'/7 ~~ óJ5-{¡ 7 1:lJL , I ( c J (' (J~r -; I , -' -: ( "- . ( S PEe I AL INS T Rue T ION S: -------l1.~---Þ-JL5----!::/_ fl}J7'v-f'1 pass I BLE SAMPLE HAZARDS: ~Z)~.:::f-+~.L.k--4-s--Sl'2:~lALt:::/_____ ----------------- 1. Rel1nQu1shed by: 1. Rel1nQu1shed by: 1. Rel1nQu1shed by: 1. Rel1nQu1shed by: rrD (PP\I 1 n/R9) 0. ß -rL /h - j lJ I, / Lf,'zo ___~} -='"'7 c- -9/ /'"'fT/Î,--'f i/...er.:-~ate/T1me: ¡1^'91 Rece1ved by: /' -:- . /~1¡- r _ Date/T1me: ,.t~/-.£ .,¡ , Date/T1me: Rece 1ved by: Rece 1ved by: Date/Time: Date/T1me: Date/T1me: Date/T1me: , I I' !I I Date/T1me: Rece1ved by: WHITE: LABORATORY PINK JOB FILE YELLOW: S.AMPLE LOG . SMC Laboratory .. Client Name: Groundwater Resources, Inc. Address 1500 South Union Avenue Bakersfield, CA 93307 Attention Mr. Bob Becker Date samples received 04-08-91 Date analysis completed: 04-17-91 Date of report 04-18-91 Project Name: Kern County Project # 960-4 P.o. # RESULTS OF ANALYSIS: #1416-1419 ID:(PN-1,PN-2, (Composite) PN-3,PN-4) Benzene Toluene Ethylbenzene p-Xylene m-Xylene o-Xylene Isopropylbenzene ugm/gm 0.036 0.18 0.021 0.036 0.057 0.024 ND TPH (Diesel) 22. Method of Analysis for BTX Method of Analysis for TPH (Diesel) MDL = Minimum Detection Level TPH = Total Petroleum Hydrocarbons ugm/gm = micrograms per gram (ppm) ND = None Detected Ma~he~ Analytical Chemist 3155 Pegasus Drive P.O. Box 80835 · . Bakersfield, CA 93308 Bakersfield, CA 93380 · 8020 8020 e Analytical Chemistry 5933-G MDL,ugm/gm 0.0050 0.0050 0.0050 0.0050 0.0050 0.0050 0.0050 10. . (805) 393·3597 FAX (805) 393·3623 · e ... RESULTS OF ANALYSIS: #1420-1423 ID: (PS-1, PS-2 ugm/gm MDL ugm/gm (Composite) PS-3,PS-4) Benzene 0.035 0.0050 Toluene 0.11 0.0050 Ethylbenzene 0.010 0.0050 p-Xylene 0.016 0.0050 m-Xylene 0.025 0.0050 o-Xylene 0.011 0.0050 Isopropylbenzene ND 0.0050 TPH (Diesel) 22. 10. ~~. Ma ung -M-;- T ne in Analytical Chemist . e SMC Laboratory Analytical Chemistry .. Client Name: Groundwater Resources, Inc. Address 1500 South Union Ave Bakersfield, CA. 93307 Attention Mr. Bob Becker Date samples received :04-08-91 Date analysis completed:04-11-91 Date of report :04-11-91 Project name Kern Project # 960-4 / P.O. # 5933-G. / Results Of Analysis oil & Grease # ID ugm/gm MDL,ugm/gm 1416-1419 Composite PN1,PN2, PN3,PN4 7600 20 1420-1423 Composite PS1,PS2, PS3,PS4 9100 20 Method of Analysis for Oil & Grease: EPA 9071 MDL = Minimum Detection Limit ugm/gm = Micrograms per gram(ppm) ND = None Detected .' ~ Maung - n Analytical Chemist 3155 Pegasus Drive P.O. Box 80835 · . Bakersfield, CA 93308 Bakersfield, CA 93380 · . (805) 393-3597 FAX (805) 393-3623 . Table 2-1 ~ Leaching P ial Analysis for Gasoli~, j Diesel .' .... . Using Total Petroleum Hydrocarbons (TPH) Wì;~' ": and Benzene, Toluene,. Xylene and Ethylbenzene (BTX&E) ¡ ':ìW:¡I'·:.., . I., ' . '. . ." . .', ,. "~ ¡!{:t,Th'è" follö'Wing' table was d~~i'gned' to permit estimating 'the ,J y;.:;.::concentrations of TPH and, BTX&E;, ,that can be left in place without J~~¡,~:"threatening ground water. Three levels of TPH and BTX&E ~.~;i.?::?;concentrations .were derived (from modeling) for sites which fall into ;r~,~·-:I¡: categories of. low, medium or high leaching potential. To use the 'ljÚI;table, find the appropriate description for each of the features. . ~"::i·score èach feature using the weighting system shown at the top of . .:,..//'·each column. Sum the points for each column and total them. Match ît;,~,;(i" the total points' to the allowable BTX&E and TPH levels. n:'",~/: .' . m~4: , . . ~~;;;\~.; , ;'~~':::: . 1"'·":. ¡¡, ;:-~ ~;~~ : : ....¡.. , ..:'.1(1:', .::\ ~~ :'~'.'.; ¡/<\': "¡':.. .', :. ~ . I . .~ ¡ Y'.:· , ~J,:('.' ;:{..< '. f..·· . ~" , ~.. , ,'. :t ~.'. ' 'P¡ :11. ~. r } ,i Ii i, 1 t' I' I . . I,; 1 I i l j ¡ S SCORE S SCORE S SCORE SITE' C 10 PTS C 9 PTS C 5 PTS 0 IF'CON- 0 IF CON- 0 IF CON- FEATURE . R. DITION R DITION R DITION , , ' . E ·IS MET' E IS MET E IS MET Minimu~ Depth to >100 51-100 25-50\1. Ground·Water from the 16 Soil Sample (feet) . Fractures in subsurface None Unknown Present (applies to foothills 10· or mountain areas) Average Annual., <10 10-25 26-40\1. Precipitation ,(inches) /0: ' " . ' Man-made. conduits which None Unknown Present increase vertical 10 migration of leachate Unique site features: None q/ At least More recharge area, coarse one than one soil, nearby wells, etc . ¡COLUMN TOTALS~TOTALPTS 14ð + /1 I + 0 = l[ill RANGE OF TOTAL POINTS 49pts or more 41 - 48 pts 40pts or less MAXIMUM ALLOWABLE 1f 1/50/5~/50 .3/ . 3/1/1 NA\2 B/T/X/E LEVELS' (PPM) MAXIMUM GASOLINE 1f 1000 100 10 ALLOWABLE TPH LEVELS, (PPM) DIESEL * 10000 I 1000 100. t ¡ \ I I 11 ¡.! \ i I, .. \l . If depth is greater than 5 ft. and less than 25 ft., score 0 . . ,. points. If depth is 5 ft. or less, this table should not be used. If precipita~ion is over 40. inches, score 0 points. Levels for BTX&E are not applicable at a TPH concentration of 10ppm (gasoline) or 100ppm (diesel) (For explanation see step 6, page 27.) \l \1 * Re fU-fi'\ce CD 1'\ a " forA +;()~S 29 7-0 b e IA..J~ tI .